Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for subject:(Concrete Fatigue). Showing records 1 – 30 of 133 total matches.

[1] [2] [3] [4] [5]

Search Limiters

Last 2 Years | English Only

Degrees

Levels

Languages

Country

▼ Search Limiters


University of New Mexico

1. Bateman, Damien. Laboratory investigation of fatigue endurance limits in asphalt concrete.

Degree: Civil Engineering, 2012, University of New Mexico

 It is believed that Hot Mix Asphalt (HMA) mixtures used in long-lasting pavements contain a threshold of strain value below which no fatigue damage occurs.… (more)

Subjects/Keywords: Pavements; Asphalt concrete – Fatigue; Asphalt concrete – Fatigue.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Bateman, D. (2012). Laboratory investigation of fatigue endurance limits in asphalt concrete. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/20805

Chicago Manual of Style (16th Edition):

Bateman, Damien. “Laboratory investigation of fatigue endurance limits in asphalt concrete.” 2012. Doctoral Dissertation, University of New Mexico. Accessed April 08, 2020. http://hdl.handle.net/1928/20805.

MLA Handbook (7th Edition):

Bateman, Damien. “Laboratory investigation of fatigue endurance limits in asphalt concrete.” 2012. Web. 08 Apr 2020.

Vancouver:

Bateman D. Laboratory investigation of fatigue endurance limits in asphalt concrete. [Internet] [Doctoral dissertation]. University of New Mexico; 2012. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1928/20805.

Council of Science Editors:

Bateman D. Laboratory investigation of fatigue endurance limits in asphalt concrete. [Doctoral Dissertation]. University of New Mexico; 2012. Available from: http://hdl.handle.net/1928/20805


University of Waterloo

2. Alyousef, Rayed. The Fatigue Behaviour of Tension Lap Spliced Reinforced Concrete Beams Strengthened with Fibre Reinforced Polymer Wrapping.

Degree: 2016, University of Waterloo

 Many reinforced concrete structures containing lap splices were constructed before modern bond and fatigue design codes came into existence and are subjected to fatigue loading,… (more)

Subjects/Keywords: Concrete; Reinforced concrete; Fatigue; Fatigue loading; Bond; Lap Splice; Crack Growth

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Alyousef, R. (2016). The Fatigue Behaviour of Tension Lap Spliced Reinforced Concrete Beams Strengthened with Fibre Reinforced Polymer Wrapping. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/11019

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Alyousef, Rayed. “The Fatigue Behaviour of Tension Lap Spliced Reinforced Concrete Beams Strengthened with Fibre Reinforced Polymer Wrapping.” 2016. Thesis, University of Waterloo. Accessed April 08, 2020. http://hdl.handle.net/10012/11019.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Alyousef, Rayed. “The Fatigue Behaviour of Tension Lap Spliced Reinforced Concrete Beams Strengthened with Fibre Reinforced Polymer Wrapping.” 2016. Web. 08 Apr 2020.

Vancouver:

Alyousef R. The Fatigue Behaviour of Tension Lap Spliced Reinforced Concrete Beams Strengthened with Fibre Reinforced Polymer Wrapping. [Internet] [Thesis]. University of Waterloo; 2016. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10012/11019.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Alyousef R. The Fatigue Behaviour of Tension Lap Spliced Reinforced Concrete Beams Strengthened with Fibre Reinforced Polymer Wrapping. [Thesis]. University of Waterloo; 2016. Available from: http://hdl.handle.net/10012/11019

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Stellenbosch University

3. Christiaan Ernst, Buys. Investigation of a practical application of the maturity method to estimate the early-age strength of concrete.

Degree: MEng, 2019, Stellenbosch University

 ENGLISH ABSTRACT: This study investigates the accuracy of the Maturity Method to estimate the early-age strength of concrete in a South African context towards the… (more)

Subjects/Keywords: Concrete  – Analysis; Fatigue of concrete; Concrete  – Separation (Technology); UCTD

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Christiaan Ernst, B. (2019). Investigation of a practical application of the maturity method to estimate the early-age strength of concrete. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/107213

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Christiaan Ernst, Buys. “Investigation of a practical application of the maturity method to estimate the early-age strength of concrete.” 2019. Thesis, Stellenbosch University. Accessed April 08, 2020. http://hdl.handle.net/10019.1/107213.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Christiaan Ernst, Buys. “Investigation of a practical application of the maturity method to estimate the early-age strength of concrete.” 2019. Web. 08 Apr 2020.

Vancouver:

Christiaan Ernst B. Investigation of a practical application of the maturity method to estimate the early-age strength of concrete. [Internet] [Thesis]. Stellenbosch University; 2019. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10019.1/107213.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Christiaan Ernst B. Investigation of a practical application of the maturity method to estimate the early-age strength of concrete. [Thesis]. Stellenbosch University; 2019. Available from: http://hdl.handle.net/10019.1/107213

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

4. Reberg, Andrew Steven. An Anisotropic Damage Mechanics Model for Concrete with Applications for Fatigue Loading and Freeze-Thaw Effects.

Degree: MS, Civil and Environmental Engineering, 2013, North Dakota State University

 It is well known that the formation and propagation of microcracks within concrete is anisotropic in nature, and has a degrading effect on its mechanical… (more)

Subjects/Keywords: Anisotropy; Continuum damage mechanics; Concrete  – Fatigue

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Reberg, A. S. (2013). An Anisotropic Damage Mechanics Model for Concrete with Applications for Fatigue Loading and Freeze-Thaw Effects. (Masters Thesis). North Dakota State University. Retrieved from http://hdl.handle.net/10365/26994

Chicago Manual of Style (16th Edition):

Reberg, Andrew Steven. “An Anisotropic Damage Mechanics Model for Concrete with Applications for Fatigue Loading and Freeze-Thaw Effects.” 2013. Masters Thesis, North Dakota State University. Accessed April 08, 2020. http://hdl.handle.net/10365/26994.

MLA Handbook (7th Edition):

Reberg, Andrew Steven. “An Anisotropic Damage Mechanics Model for Concrete with Applications for Fatigue Loading and Freeze-Thaw Effects.” 2013. Web. 08 Apr 2020.

Vancouver:

Reberg AS. An Anisotropic Damage Mechanics Model for Concrete with Applications for Fatigue Loading and Freeze-Thaw Effects. [Internet] [Masters thesis]. North Dakota State University; 2013. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10365/26994.

Council of Science Editors:

Reberg AS. An Anisotropic Damage Mechanics Model for Concrete with Applications for Fatigue Loading and Freeze-Thaw Effects. [Masters Thesis]. North Dakota State University; 2013. Available from: http://hdl.handle.net/10365/26994


Oregon State University

5. Lee, Ae-young S. High-cycle fatigue response of diagonally-cracked conventionally reinforced concrete bridge girders.

Degree: MS, Civil Engineering, 2006, Oregon State University

Subjects/Keywords: Concrete beams  – Fatigue

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Lee, A. S. (2006). High-cycle fatigue response of diagonally-cracked conventionally reinforced concrete bridge girders. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/22453

Chicago Manual of Style (16th Edition):

Lee, Ae-young S. “High-cycle fatigue response of diagonally-cracked conventionally reinforced concrete bridge girders.” 2006. Masters Thesis, Oregon State University. Accessed April 08, 2020. http://hdl.handle.net/1957/22453.

MLA Handbook (7th Edition):

Lee, Ae-young S. “High-cycle fatigue response of diagonally-cracked conventionally reinforced concrete bridge girders.” 2006. Web. 08 Apr 2020.

Vancouver:

Lee AS. High-cycle fatigue response of diagonally-cracked conventionally reinforced concrete bridge girders. [Internet] [Masters thesis]. Oregon State University; 2006. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1957/22453.

Council of Science Editors:

Lee AS. High-cycle fatigue response of diagonally-cracked conventionally reinforced concrete bridge girders. [Masters Thesis]. Oregon State University; 2006. Available from: http://hdl.handle.net/1957/22453


Oregon State University

6. Forrest, Richard W.B. Analysis of conventionally reinforced concrete bridge girders for low-cycle fatique in shear.

Degree: MS, Civil Engineering, 2005, Oregon State University

Subjects/Keywords: Concrete beams  – Fatigue

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Forrest, R. W. B. (2005). Analysis of conventionally reinforced concrete bridge girders for low-cycle fatique in shear. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/22786

Chicago Manual of Style (16th Edition):

Forrest, Richard W B. “Analysis of conventionally reinforced concrete bridge girders for low-cycle fatique in shear.” 2005. Masters Thesis, Oregon State University. Accessed April 08, 2020. http://hdl.handle.net/1957/22786.

MLA Handbook (7th Edition):

Forrest, Richard W B. “Analysis of conventionally reinforced concrete bridge girders for low-cycle fatique in shear.” 2005. Web. 08 Apr 2020.

Vancouver:

Forrest RWB. Analysis of conventionally reinforced concrete bridge girders for low-cycle fatique in shear. [Internet] [Masters thesis]. Oregon State University; 2005. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1957/22786.

Council of Science Editors:

Forrest RWB. Analysis of conventionally reinforced concrete bridge girders for low-cycle fatique in shear. [Masters Thesis]. Oregon State University; 2005. Available from: http://hdl.handle.net/1957/22786


Delft University of Technology

7. Hordijk, D.A. Local approach to fatigue of concrete.

Degree: 1991, Delft University of Technology

Subjects/Keywords: fatigue of concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Hordijk, D. A. (1991). Local approach to fatigue of concrete. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:fa87147b-8201-47ed-83d7-b812b09c5fbb ; urn:NBN:nl:ui:24-uuid:fa87147b-8201-47ed-83d7-b812b09c5fbb ; urn:NBN:nl:ui:24-uuid:fa87147b-8201-47ed-83d7-b812b09c5fbb ; http://resolver.tudelft.nl/uuid:fa87147b-8201-47ed-83d7-b812b09c5fbb

Chicago Manual of Style (16th Edition):

Hordijk, D A. “Local approach to fatigue of concrete.” 1991. Doctoral Dissertation, Delft University of Technology. Accessed April 08, 2020. http://resolver.tudelft.nl/uuid:fa87147b-8201-47ed-83d7-b812b09c5fbb ; urn:NBN:nl:ui:24-uuid:fa87147b-8201-47ed-83d7-b812b09c5fbb ; urn:NBN:nl:ui:24-uuid:fa87147b-8201-47ed-83d7-b812b09c5fbb ; http://resolver.tudelft.nl/uuid:fa87147b-8201-47ed-83d7-b812b09c5fbb.

MLA Handbook (7th Edition):

Hordijk, D A. “Local approach to fatigue of concrete.” 1991. Web. 08 Apr 2020.

Vancouver:

Hordijk DA. Local approach to fatigue of concrete. [Internet] [Doctoral dissertation]. Delft University of Technology; 1991. [cited 2020 Apr 08]. Available from: http://resolver.tudelft.nl/uuid:fa87147b-8201-47ed-83d7-b812b09c5fbb ; urn:NBN:nl:ui:24-uuid:fa87147b-8201-47ed-83d7-b812b09c5fbb ; urn:NBN:nl:ui:24-uuid:fa87147b-8201-47ed-83d7-b812b09c5fbb ; http://resolver.tudelft.nl/uuid:fa87147b-8201-47ed-83d7-b812b09c5fbb.

Council of Science Editors:

Hordijk DA. Local approach to fatigue of concrete. [Doctoral Dissertation]. Delft University of Technology; 1991. Available from: http://resolver.tudelft.nl/uuid:fa87147b-8201-47ed-83d7-b812b09c5fbb ; urn:NBN:nl:ui:24-uuid:fa87147b-8201-47ed-83d7-b812b09c5fbb ; urn:NBN:nl:ui:24-uuid:fa87147b-8201-47ed-83d7-b812b09c5fbb ; http://resolver.tudelft.nl/uuid:fa87147b-8201-47ed-83d7-b812b09c5fbb


Kansas State University

8. Noory-Koopaee, Abolfazl. Fatigue of small reinforced concrete beams with end-anchored reinforcement.

Degree: 1978, Kansas State University

Subjects/Keywords: Concrete beams – Fatigue

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Noory-Koopaee, A. (1978). Fatigue of small reinforced concrete beams with end-anchored reinforcement. (Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/9236

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Noory-Koopaee, Abolfazl. “Fatigue of small reinforced concrete beams with end-anchored reinforcement.” 1978. Thesis, Kansas State University. Accessed April 08, 2020. http://hdl.handle.net/2097/9236.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Noory-Koopaee, Abolfazl. “Fatigue of small reinforced concrete beams with end-anchored reinforcement.” 1978. Web. 08 Apr 2020.

Vancouver:

Noory-Koopaee A. Fatigue of small reinforced concrete beams with end-anchored reinforcement. [Internet] [Thesis]. Kansas State University; 1978. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/2097/9236.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Noory-Koopaee A. Fatigue of small reinforced concrete beams with end-anchored reinforcement. [Thesis]. Kansas State University; 1978. Available from: http://hdl.handle.net/2097/9236

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Miami

9. Pino, Vanessa A. Fabric Reinforced Cementitious Matrix (FRCM) Composites as a Repair System for Transportation Infrastructure.

Degree: PhD, Civil, Architectural and Environmental Engineering (Engineering), 2016, University of Miami

 The use of composite materials in the strengthening, rehabilitation, and repair industry has been gaining popularity due to their ability to promote the safety and… (more)

Subjects/Keywords: Composites; FRCM; FRP; Concrete Repair; Fatigue

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Pino, V. A. (2016). Fabric Reinforced Cementitious Matrix (FRCM) Composites as a Repair System for Transportation Infrastructure. (Doctoral Dissertation). University of Miami. Retrieved from https://scholarlyrepository.miami.edu/oa_dissertations/1711

Chicago Manual of Style (16th Edition):

Pino, Vanessa A. “Fabric Reinforced Cementitious Matrix (FRCM) Composites as a Repair System for Transportation Infrastructure.” 2016. Doctoral Dissertation, University of Miami. Accessed April 08, 2020. https://scholarlyrepository.miami.edu/oa_dissertations/1711.

MLA Handbook (7th Edition):

Pino, Vanessa A. “Fabric Reinforced Cementitious Matrix (FRCM) Composites as a Repair System for Transportation Infrastructure.” 2016. Web. 08 Apr 2020.

Vancouver:

Pino VA. Fabric Reinforced Cementitious Matrix (FRCM) Composites as a Repair System for Transportation Infrastructure. [Internet] [Doctoral dissertation]. University of Miami; 2016. [cited 2020 Apr 08]. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/1711.

Council of Science Editors:

Pino VA. Fabric Reinforced Cementitious Matrix (FRCM) Composites as a Repair System for Transportation Infrastructure. [Doctoral Dissertation]. University of Miami; 2016. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/1711


University of Southern California

10. Mantawy, Ahmed. Behavior of ductile reinforced concrete frames subjected to multiple earthquakes.

Degree: PhD, Civil Engineering (Structural Engineering), 2014, University of Southern California

 Since the ductile RC frame system is one of the most common systems for resisting lateral loads, it is important to keep improving its design… (more)

Subjects/Keywords: accumulation; concrete; earthquake; fatigue; frame; multiple

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Mantawy, A. (2014). Behavior of ductile reinforced concrete frames subjected to multiple earthquakes. (Doctoral Dissertation). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/368745/rec/1058

Chicago Manual of Style (16th Edition):

Mantawy, Ahmed. “Behavior of ductile reinforced concrete frames subjected to multiple earthquakes.” 2014. Doctoral Dissertation, University of Southern California. Accessed April 08, 2020. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/368745/rec/1058.

MLA Handbook (7th Edition):

Mantawy, Ahmed. “Behavior of ductile reinforced concrete frames subjected to multiple earthquakes.” 2014. Web. 08 Apr 2020.

Vancouver:

Mantawy A. Behavior of ductile reinforced concrete frames subjected to multiple earthquakes. [Internet] [Doctoral dissertation]. University of Southern California; 2014. [cited 2020 Apr 08]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/368745/rec/1058.

Council of Science Editors:

Mantawy A. Behavior of ductile reinforced concrete frames subjected to multiple earthquakes. [Doctoral Dissertation]. University of Southern California; 2014. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/368745/rec/1058


University of Victoria

11. Sargent, Dennis D. Evaluation of criteria and investigation of fatigue failure characteristics of precast unreinforced concrete arch panel decks.

Degree: Dept. of Mechanical Engineering, 2008, University of Victoria

Subjects/Keywords: Concrete arches; Concrete  – Fatigue

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Sargent, D. D. (2008). Evaluation of criteria and investigation of fatigue failure characteristics of precast unreinforced concrete arch panel decks. (Thesis). University of Victoria. Retrieved from http://hdl.handle.net/1828/588

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Sargent, Dennis D. “Evaluation of criteria and investigation of fatigue failure characteristics of precast unreinforced concrete arch panel decks.” 2008. Thesis, University of Victoria. Accessed April 08, 2020. http://hdl.handle.net/1828/588.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Sargent, Dennis D. “Evaluation of criteria and investigation of fatigue failure characteristics of precast unreinforced concrete arch panel decks.” 2008. Web. 08 Apr 2020.

Vancouver:

Sargent DD. Evaluation of criteria and investigation of fatigue failure characteristics of precast unreinforced concrete arch panel decks. [Internet] [Thesis]. University of Victoria; 2008. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1828/588.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Sargent DD. Evaluation of criteria and investigation of fatigue failure characteristics of precast unreinforced concrete arch panel decks. [Thesis]. University of Victoria; 2008. Available from: http://hdl.handle.net/1828/588

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Adelaide

12. Kgoboko, Kobamelo. Collapse behaviour of non-ductile partially prestressed concrete bridge girders.

Degree: 1987, University of Adelaide

Subjects/Keywords: Concrete bridges  – Testing; Concrete  – Fatigue

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Kgoboko, K. (1987). Collapse behaviour of non-ductile partially prestressed concrete bridge girders. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/115779

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Kgoboko, Kobamelo. “Collapse behaviour of non-ductile partially prestressed concrete bridge girders.” 1987. Thesis, University of Adelaide. Accessed April 08, 2020. http://hdl.handle.net/2440/115779.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Kgoboko, Kobamelo. “Collapse behaviour of non-ductile partially prestressed concrete bridge girders.” 1987. Web. 08 Apr 2020.

Vancouver:

Kgoboko K. Collapse behaviour of non-ductile partially prestressed concrete bridge girders. [Internet] [Thesis]. University of Adelaide; 1987. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/2440/115779.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Kgoboko K. Collapse behaviour of non-ductile partially prestressed concrete bridge girders. [Thesis]. University of Adelaide; 1987. Available from: http://hdl.handle.net/2440/115779

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Kansas State University

13. Jones, Gary Lee. Crack growth measurement and fracture toughness of plain concrete beams.

Degree: 1982, Kansas State University

Subjects/Keywords: Concrete beams – Fatigue; Concrete – Cracking

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Jones, G. L. (1982). Crack growth measurement and fracture toughness of plain concrete beams. (Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/12772

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Jones, Gary Lee. “Crack growth measurement and fracture toughness of plain concrete beams.” 1982. Thesis, Kansas State University. Accessed April 08, 2020. http://hdl.handle.net/2097/12772.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Jones, Gary Lee. “Crack growth measurement and fracture toughness of plain concrete beams.” 1982. Web. 08 Apr 2020.

Vancouver:

Jones GL. Crack growth measurement and fracture toughness of plain concrete beams. [Internet] [Thesis]. Kansas State University; 1982. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/2097/12772.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Jones GL. Crack growth measurement and fracture toughness of plain concrete beams. [Thesis]. Kansas State University; 1982. Available from: http://hdl.handle.net/2097/12772

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Arizona

14. Kimambo, Immanuel Ndelahiyosa, 1943-. Stiffness effects on fatigue life of asphaltic concrete .

Degree: 1972, University of Arizona

Subjects/Keywords: Asphalt concrete  – Testing.; Concrete  – Fatigue.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Kimambo, Immanuel Ndelahiyosa, 1. (1972). Stiffness effects on fatigue life of asphaltic concrete . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/317776

Chicago Manual of Style (16th Edition):

Kimambo, Immanuel Ndelahiyosa, 1943-. “Stiffness effects on fatigue life of asphaltic concrete .” 1972. Masters Thesis, University of Arizona. Accessed April 08, 2020. http://hdl.handle.net/10150/317776.

MLA Handbook (7th Edition):

Kimambo, Immanuel Ndelahiyosa, 1943-. “Stiffness effects on fatigue life of asphaltic concrete .” 1972. Web. 08 Apr 2020.

Vancouver:

Kimambo, Immanuel Ndelahiyosa 1. Stiffness effects on fatigue life of asphaltic concrete . [Internet] [Masters thesis]. University of Arizona; 1972. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10150/317776.

Council of Science Editors:

Kimambo, Immanuel Ndelahiyosa 1. Stiffness effects on fatigue life of asphaltic concrete . [Masters Thesis]. University of Arizona; 1972. Available from: http://hdl.handle.net/10150/317776


University of New Mexico

15. Chapman, Scott. Clarification of the notched beam Level II Testing Procedures of ACI 446 Committee Report 5.

Degree: Civil Engineering, 2012, University of New Mexico

Concrete under tension exhibits a great degree of post-peak non-linearity. Current design codes assume the tensile strength of concrete to be negligible, which is not… (more)

Subjects/Keywords: Concrete beams – Testing; Concrete beams – Fatigue; Fracture mechanics.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Chapman, S. (2012). Clarification of the notched beam Level II Testing Procedures of ACI 446 Committee Report 5. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/17420

Chicago Manual of Style (16th Edition):

Chapman, Scott. “Clarification of the notched beam Level II Testing Procedures of ACI 446 Committee Report 5.” 2012. Masters Thesis, University of New Mexico. Accessed April 08, 2020. http://hdl.handle.net/1928/17420.

MLA Handbook (7th Edition):

Chapman, Scott. “Clarification of the notched beam Level II Testing Procedures of ACI 446 Committee Report 5.” 2012. Web. 08 Apr 2020.

Vancouver:

Chapman S. Clarification of the notched beam Level II Testing Procedures of ACI 446 Committee Report 5. [Internet] [Masters thesis]. University of New Mexico; 2012. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1928/17420.

Council of Science Editors:

Chapman S. Clarification of the notched beam Level II Testing Procedures of ACI 446 Committee Report 5. [Masters Thesis]. University of New Mexico; 2012. Available from: http://hdl.handle.net/1928/17420


Indian Institute of Science

16. Khatoon, Pervaiz Fathima M. Studies on the Modeling of Fatigue Crack Growth and Damage in Concrete : A Thermodynamic Approach.

Degree: 2014, Indian Institute of Science

Fatigue in concrete is a complex phenomenon involving formation of microcracks, their coalescence into major crack and simultaneous formation of the fracture process zone ahead… (more)

Subjects/Keywords: Fracture Mechanics; Damage Mechanics; Concrete - Fatigue; Concrete Damage; Fatigue Crack Growth Model; Fatigue Damage Evolution Law; Concrete - Cracking; Damage in Concrete; Microcracking; Macrocracking; Fatigue Crack Growth; Concrete Fatigue; Fatigue Crack Propagation; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Khatoon, P. F. M. (2014). Studies on the Modeling of Fatigue Crack Growth and Damage in Concrete : A Thermodynamic Approach. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/3010

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Khatoon, Pervaiz Fathima M. “Studies on the Modeling of Fatigue Crack Growth and Damage in Concrete : A Thermodynamic Approach.” 2014. Thesis, Indian Institute of Science. Accessed April 08, 2020. http://hdl.handle.net/2005/3010.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Khatoon, Pervaiz Fathima M. “Studies on the Modeling of Fatigue Crack Growth and Damage in Concrete : A Thermodynamic Approach.” 2014. Web. 08 Apr 2020.

Vancouver:

Khatoon PFM. Studies on the Modeling of Fatigue Crack Growth and Damage in Concrete : A Thermodynamic Approach. [Internet] [Thesis]. Indian Institute of Science; 2014. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/2005/3010.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Khatoon PFM. Studies on the Modeling of Fatigue Crack Growth and Damage in Concrete : A Thermodynamic Approach. [Thesis]. Indian Institute of Science; 2014. Available from: http://hdl.handle.net/2005/3010

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Ryerson University

17. Ahmad, Shirin. Structural Performance And Self-Healing Behaviour Of Engineered Cementitious Composites Subjected To Fatigue Loading.

Degree: 2017, Ryerson University

 This research investigates the effect of fatigue loading on the flexural performance and self-healing behaviour of beams and link slabs made of Engineered Cementitious Composites… (more)

Subjects/Keywords: Concrete  – Fatigue; Self-consolidating concrete  – Performance  – Testing; Bridges  – Design and construction; Concrete  – Testing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Ahmad, S. (2017). Structural Performance And Self-Healing Behaviour Of Engineered Cementitious Composites Subjected To Fatigue Loading. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A7119

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Ahmad, Shirin. “Structural Performance And Self-Healing Behaviour Of Engineered Cementitious Composites Subjected To Fatigue Loading.” 2017. Thesis, Ryerson University. Accessed April 08, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A7119.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Ahmad, Shirin. “Structural Performance And Self-Healing Behaviour Of Engineered Cementitious Composites Subjected To Fatigue Loading.” 2017. Web. 08 Apr 2020.

Vancouver:

Ahmad S. Structural Performance And Self-Healing Behaviour Of Engineered Cementitious Composites Subjected To Fatigue Loading. [Internet] [Thesis]. Ryerson University; 2017. [cited 2020 Apr 08]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A7119.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Ahmad S. Structural Performance And Self-Healing Behaviour Of Engineered Cementitious Composites Subjected To Fatigue Loading. [Thesis]. Ryerson University; 2017. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A7119

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Indian Institute of Science

18. Shah, Santosh Gopalkrishna. Fracture And Fatigue Behavior Of Concrete-Concrete Interfaces Using Acoustic Emission, Digital Image Correlation And Micro-Indentation Techniques.

Degree: 2009, Indian Institute of Science

 Currently, the maintenance and repair of civil engineering infrastructures (especially bridges and highways) have become increasingly important, as these structures age and deteriorate. Interface between… (more)

Subjects/Keywords: Fracture Analysis; Acoustic Emission; Fatigue (Materials); Concrete - Fracture; Concrete-Concrete Interfaces; Concrete - Cracking; Digital Image Correlation (DIC); Micro-Indentation Technique; Concrete - Fatigue; Micro-indentation Techniques; Structural Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Shah, S. G. (2009). Fracture And Fatigue Behavior Of Concrete-Concrete Interfaces Using Acoustic Emission, Digital Image Correlation And Micro-Indentation Techniques. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/1115

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Shah, Santosh Gopalkrishna. “Fracture And Fatigue Behavior Of Concrete-Concrete Interfaces Using Acoustic Emission, Digital Image Correlation And Micro-Indentation Techniques.” 2009. Thesis, Indian Institute of Science. Accessed April 08, 2020. http://hdl.handle.net/2005/1115.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Shah, Santosh Gopalkrishna. “Fracture And Fatigue Behavior Of Concrete-Concrete Interfaces Using Acoustic Emission, Digital Image Correlation And Micro-Indentation Techniques.” 2009. Web. 08 Apr 2020.

Vancouver:

Shah SG. Fracture And Fatigue Behavior Of Concrete-Concrete Interfaces Using Acoustic Emission, Digital Image Correlation And Micro-Indentation Techniques. [Internet] [Thesis]. Indian Institute of Science; 2009. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/2005/1115.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Shah SG. Fracture And Fatigue Behavior Of Concrete-Concrete Interfaces Using Acoustic Emission, Digital Image Correlation And Micro-Indentation Techniques. [Thesis]. Indian Institute of Science; 2009. Available from: http://hdl.handle.net/2005/1115

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Indian Institute of Science

19. Keerthy, M Simon. Studies on Fracture and Fatigue Behavior of Cementitious Materials- Effects of Interfacial Transition Zone, Microcracking and Aggregate Bridging.

Degree: 2015, Indian Institute of Science

 The microstructure of concrete contains random features over a wide range of length scales in which each length scale possess a new random composite. The… (more)

Subjects/Keywords: Fracture Mechanics; Cementitious Materials; Microcracking; Concrete-Fatigue; Aggregate Bridging; Interfacial Transition Zone; Concrete-Concrete Bi-material Interface; Fracture Process Zone; Concrete Cracking; Linearized Toughness Model; Concrete - Fatigue Behavior; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Keerthy, M. S. (2015). Studies on Fracture and Fatigue Behavior of Cementitious Materials- Effects of Interfacial Transition Zone, Microcracking and Aggregate Bridging. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/2005/3538 ; http://etd.iisc.ernet.in/abstracts/4406/G27618-Abs.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Keerthy, M Simon. “Studies on Fracture and Fatigue Behavior of Cementitious Materials- Effects of Interfacial Transition Zone, Microcracking and Aggregate Bridging.” 2015. Thesis, Indian Institute of Science. Accessed April 08, 2020. http://etd.iisc.ernet.in/2005/3538 ; http://etd.iisc.ernet.in/abstracts/4406/G27618-Abs.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Keerthy, M Simon. “Studies on Fracture and Fatigue Behavior of Cementitious Materials- Effects of Interfacial Transition Zone, Microcracking and Aggregate Bridging.” 2015. Web. 08 Apr 2020.

Vancouver:

Keerthy MS. Studies on Fracture and Fatigue Behavior of Cementitious Materials- Effects of Interfacial Transition Zone, Microcracking and Aggregate Bridging. [Internet] [Thesis]. Indian Institute of Science; 2015. [cited 2020 Apr 08]. Available from: http://etd.iisc.ernet.in/2005/3538 ; http://etd.iisc.ernet.in/abstracts/4406/G27618-Abs.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Keerthy MS. Studies on Fracture and Fatigue Behavior of Cementitious Materials- Effects of Interfacial Transition Zone, Microcracking and Aggregate Bridging. [Thesis]. Indian Institute of Science; 2015. Available from: http://etd.iisc.ernet.in/2005/3538 ; http://etd.iisc.ernet.in/abstracts/4406/G27618-Abs.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Kansas State University

20. Munoz, Arturo C. Buckling behavior of reinforced concrete wall panel models.

Degree: 1981, Kansas State University

Subjects/Keywords: Concrete panels; Precast concrete; Concrete – Testing; Concrete – Fatigue

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Munoz, A. C. (1981). Buckling behavior of reinforced concrete wall panel models. (Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/12620

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Munoz, Arturo C. “Buckling behavior of reinforced concrete wall panel models.” 1981. Thesis, Kansas State University. Accessed April 08, 2020. http://hdl.handle.net/2097/12620.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Munoz, Arturo C. “Buckling behavior of reinforced concrete wall panel models.” 1981. Web. 08 Apr 2020.

Vancouver:

Munoz AC. Buckling behavior of reinforced concrete wall panel models. [Internet] [Thesis]. Kansas State University; 1981. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/2097/12620.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Munoz AC. Buckling behavior of reinforced concrete wall panel models. [Thesis]. Kansas State University; 1981. Available from: http://hdl.handle.net/2097/12620

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Indian Institute of Science

21. Abraham, Nimmy Mariam. Studies on Propagating and Non-Propagating Cracks in Concrete Under Fatigue Loading in the Short Crack Regime.

Degree: 2013, Indian Institute of Science

 Structural concrete is the most widely used material in the construction of bridges, pave-ments, runways, dams and other infrastructures which are subjected to uctuating loads… (more)

Subjects/Keywords: Concrete - Cracking; Short Crack Propagation; Fatigue Crack Growth; Fatigue Crack Growth Model; Concrete - Cracks; Fatigue Crack Propagation; Concrete - Fracture Mechanics; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Abraham, N. M. (2013). Studies on Propagating and Non-Propagating Cracks in Concrete Under Fatigue Loading in the Short Crack Regime. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/2005/3464 ; http://etd.iisc.ernet.in/abstracts/4331/G25879-Abs.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Abraham, Nimmy Mariam. “Studies on Propagating and Non-Propagating Cracks in Concrete Under Fatigue Loading in the Short Crack Regime.” 2013. Thesis, Indian Institute of Science. Accessed April 08, 2020. http://etd.iisc.ernet.in/2005/3464 ; http://etd.iisc.ernet.in/abstracts/4331/G25879-Abs.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Abraham, Nimmy Mariam. “Studies on Propagating and Non-Propagating Cracks in Concrete Under Fatigue Loading in the Short Crack Regime.” 2013. Web. 08 Apr 2020.

Vancouver:

Abraham NM. Studies on Propagating and Non-Propagating Cracks in Concrete Under Fatigue Loading in the Short Crack Regime. [Internet] [Thesis]. Indian Institute of Science; 2013. [cited 2020 Apr 08]. Available from: http://etd.iisc.ernet.in/2005/3464 ; http://etd.iisc.ernet.in/abstracts/4331/G25879-Abs.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Abraham NM. Studies on Propagating and Non-Propagating Cracks in Concrete Under Fatigue Loading in the Short Crack Regime. [Thesis]. Indian Institute of Science; 2013. Available from: http://etd.iisc.ernet.in/2005/3464 ; http://etd.iisc.ernet.in/abstracts/4331/G25879-Abs.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Penn State University

22. Volz, Jeffery. The Viability of Partially Post-Tensioned Concrete Members in an Aggressive Environment, including Cyclic Loading.

Degree: PhD, Civil Engineering, 2008, Penn State University

 Partially prestressed concrete offers several advantages over fully prestressed de-signs including in¬creased ductility, increased energy absorption, decreased cost, de-creased camber, and decreased anchor zone congestion.… (more)

Subjects/Keywords: post-tensioned; prestressed; durability; corrosion; fatigue; concrete; chloride exposure; corrosion-fatigue; prestressing strand

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Volz, J. (2008). The Viability of Partially Post-Tensioned Concrete Members in an Aggressive Environment, including Cyclic Loading. (Doctoral Dissertation). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/9248

Chicago Manual of Style (16th Edition):

Volz, Jeffery. “The Viability of Partially Post-Tensioned Concrete Members in an Aggressive Environment, including Cyclic Loading.” 2008. Doctoral Dissertation, Penn State University. Accessed April 08, 2020. https://etda.libraries.psu.edu/catalog/9248.

MLA Handbook (7th Edition):

Volz, Jeffery. “The Viability of Partially Post-Tensioned Concrete Members in an Aggressive Environment, including Cyclic Loading.” 2008. Web. 08 Apr 2020.

Vancouver:

Volz J. The Viability of Partially Post-Tensioned Concrete Members in an Aggressive Environment, including Cyclic Loading. [Internet] [Doctoral dissertation]. Penn State University; 2008. [cited 2020 Apr 08]. Available from: https://etda.libraries.psu.edu/catalog/9248.

Council of Science Editors:

Volz J. The Viability of Partially Post-Tensioned Concrete Members in an Aggressive Environment, including Cyclic Loading. [Doctoral Dissertation]. Penn State University; 2008. Available from: https://etda.libraries.psu.edu/catalog/9248


University of California – San Diego

23. Carreno Vallejos, Rodrigo. Characterization of Large Diameter Reinforcement Under Large Strain Cyclic Reversals.

Degree: Structural Engineering, 2018, University of California – San Diego

 To resist strong intensity earthquakes, the design of reinforced concrete members often relies on well-detailed plastic hinge regions for a ductile response. Within these plastic… (more)

Subjects/Keywords: Civil engineering; Engineering; Buckling; Low Cycle Fatigue; Plastic Buckling Straightening Fatigue; Reinforced Concrete; Reinforcing Steel

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Carreno Vallejos, R. (2018). Characterization of Large Diameter Reinforcement Under Large Strain Cyclic Reversals. (Thesis). University of California – San Diego. Retrieved from http://www.escholarship.org/uc/item/0zh283tf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Carreno Vallejos, Rodrigo. “Characterization of Large Diameter Reinforcement Under Large Strain Cyclic Reversals.” 2018. Thesis, University of California – San Diego. Accessed April 08, 2020. http://www.escholarship.org/uc/item/0zh283tf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Carreno Vallejos, Rodrigo. “Characterization of Large Diameter Reinforcement Under Large Strain Cyclic Reversals.” 2018. Web. 08 Apr 2020.

Vancouver:

Carreno Vallejos R. Characterization of Large Diameter Reinforcement Under Large Strain Cyclic Reversals. [Internet] [Thesis]. University of California – San Diego; 2018. [cited 2020 Apr 08]. Available from: http://www.escholarship.org/uc/item/0zh283tf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Carreno Vallejos R. Characterization of Large Diameter Reinforcement Under Large Strain Cyclic Reversals. [Thesis]. University of California – San Diego; 2018. Available from: http://www.escholarship.org/uc/item/0zh283tf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Indian Institute of Science

24. Ray, Sonalisa. Studies On Fatigue Crack Propagation In Cementitious Materials : A Dimensional Analysis Approach.

Degree: 2011, Indian Institute of Science

 Crack propagation in structures when subjected to fatigue loading, follows three different phases namely - short crack growth, stable crack growth and unstable crack growth.… (more)

Subjects/Keywords: Cement - Fatigue Crack Propagation; Fatigue Crack Propagation Model; Reinforced Concrete Beams - Crack Growth; Concrete Fracture Mechanics; Concrete - Fatigue Crack Propagation; Reinforced Concrete - Fatigue Crack Propagation; Crack Growth; Fatigue Crack Growth; Applied Mechanics

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Ray, S. (2011). Studies On Fatigue Crack Propagation In Cementitious Materials : A Dimensional Analysis Approach. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/2371

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Ray, Sonalisa. “Studies On Fatigue Crack Propagation In Cementitious Materials : A Dimensional Analysis Approach.” 2011. Thesis, Indian Institute of Science. Accessed April 08, 2020. http://hdl.handle.net/2005/2371.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Ray, Sonalisa. “Studies On Fatigue Crack Propagation In Cementitious Materials : A Dimensional Analysis Approach.” 2011. Web. 08 Apr 2020.

Vancouver:

Ray S. Studies On Fatigue Crack Propagation In Cementitious Materials : A Dimensional Analysis Approach. [Internet] [Thesis]. Indian Institute of Science; 2011. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/2005/2371.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Ray S. Studies On Fatigue Crack Propagation In Cementitious Materials : A Dimensional Analysis Approach. [Thesis]. Indian Institute of Science; 2011. Available from: http://hdl.handle.net/2005/2371

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Indian Institute of Science

25. Ray, Sonalisa. Studies On Fatigue Crack Propagation In Cementitious Materials : A Dimensional Analysis Approach.

Degree: 2011, Indian Institute of Science

 Crack propagation in structures when subjected to fatigue loading, follows three different phases namely - short crack growth, stable crack growth and unstable crack growth.… (more)

Subjects/Keywords: Cement - Fatigue Crack Propagation; Fatigue Crack Propagation Model; Reinforced Concrete Beams - Crack Growth; Concrete Fracture Mechanics; Concrete - Fatigue Crack Propagation; Reinforced Concrete - Fatigue Crack Propagation; Crack Growth; Fatigue Crack Growth; Applied Mechanics

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Ray, S. (2011). Studies On Fatigue Crack Propagation In Cementitious Materials : A Dimensional Analysis Approach. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/handle/2005/2371 ; http://etd.ncsi.iisc.ernet.in/abstracts/3051/G25094-Abs.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Ray, Sonalisa. “Studies On Fatigue Crack Propagation In Cementitious Materials : A Dimensional Analysis Approach.” 2011. Thesis, Indian Institute of Science. Accessed April 08, 2020. http://etd.iisc.ernet.in/handle/2005/2371 ; http://etd.ncsi.iisc.ernet.in/abstracts/3051/G25094-Abs.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Ray, Sonalisa. “Studies On Fatigue Crack Propagation In Cementitious Materials : A Dimensional Analysis Approach.” 2011. Web. 08 Apr 2020.

Vancouver:

Ray S. Studies On Fatigue Crack Propagation In Cementitious Materials : A Dimensional Analysis Approach. [Internet] [Thesis]. Indian Institute of Science; 2011. [cited 2020 Apr 08]. Available from: http://etd.iisc.ernet.in/handle/2005/2371 ; http://etd.ncsi.iisc.ernet.in/abstracts/3051/G25094-Abs.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Ray S. Studies On Fatigue Crack Propagation In Cementitious Materials : A Dimensional Analysis Approach. [Thesis]. Indian Institute of Science; 2011. Available from: http://etd.iisc.ernet.in/handle/2005/2371 ; http://etd.ncsi.iisc.ernet.in/abstracts/3051/G25094-Abs.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Adelaide

26. Foo, Moo-Heck. Behaviour of partially prestressed concrete structures under fatigue loading / by Moo-Heck Foo.

Degree: 1986, University of Adelaide

Subjects/Keywords: 624.183412 19; Prestressed concrete Fatigue.; Concrete beams Fatigue.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Foo, M. (1986). Behaviour of partially prestressed concrete structures under fatigue loading / by Moo-Heck Foo. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/21556

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Foo, Moo-Heck. “Behaviour of partially prestressed concrete structures under fatigue loading / by Moo-Heck Foo.” 1986. Thesis, University of Adelaide. Accessed April 08, 2020. http://hdl.handle.net/2440/21556.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Foo, Moo-Heck. “Behaviour of partially prestressed concrete structures under fatigue loading / by Moo-Heck Foo.” 1986. Web. 08 Apr 2020.

Vancouver:

Foo M. Behaviour of partially prestressed concrete structures under fatigue loading / by Moo-Heck Foo. [Internet] [Thesis]. University of Adelaide; 1986. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/2440/21556.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Foo M. Behaviour of partially prestressed concrete structures under fatigue loading / by Moo-Heck Foo. [Thesis]. University of Adelaide; 1986. Available from: http://hdl.handle.net/2440/21556

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Arizona

27. Karimnassaee, Ali, 1959-. FLEXURAL BEHAVIOR OF LIGHTLY REINFORCED UNBONDED POST-TENSIONED CONCRETE BEAMS.

Degree: 1986, University of Arizona

Subjects/Keywords: Strains and stresses.; Prestressed concrete  – Fatigue.; Reinforced concrete  – Fatigue.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Karimnassaee, Ali, 1. (1986). FLEXURAL BEHAVIOR OF LIGHTLY REINFORCED UNBONDED POST-TENSIONED CONCRETE BEAMS. (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/275510

Chicago Manual of Style (16th Edition):

Karimnassaee, Ali, 1959-. “FLEXURAL BEHAVIOR OF LIGHTLY REINFORCED UNBONDED POST-TENSIONED CONCRETE BEAMS. ” 1986. Masters Thesis, University of Arizona. Accessed April 08, 2020. http://hdl.handle.net/10150/275510.

MLA Handbook (7th Edition):

Karimnassaee, Ali, 1959-. “FLEXURAL BEHAVIOR OF LIGHTLY REINFORCED UNBONDED POST-TENSIONED CONCRETE BEAMS. ” 1986. Web. 08 Apr 2020.

Vancouver:

Karimnassaee, Ali 1. FLEXURAL BEHAVIOR OF LIGHTLY REINFORCED UNBONDED POST-TENSIONED CONCRETE BEAMS. [Internet] [Masters thesis]. University of Arizona; 1986. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10150/275510.

Council of Science Editors:

Karimnassaee, Ali 1. FLEXURAL BEHAVIOR OF LIGHTLY REINFORCED UNBONDED POST-TENSIONED CONCRETE BEAMS. [Masters Thesis]. University of Arizona; 1986. Available from: http://hdl.handle.net/10150/275510


University of Arizona

28. Yacoub, Mohamad Toufic, 1957-. PERFORMANCE CRITERIA FOR REINFORCED CONCRETE BEAM-COLUMN CONNECTIONS.

Degree: 1986, University of Arizona

Subjects/Keywords: Buildings  – Earthquake effects.; Concrete beams  – Fatigue.; Columns, Concrete  – Fatigue.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Yacoub, Mohamad Toufic, 1. (1986). PERFORMANCE CRITERIA FOR REINFORCED CONCRETE BEAM-COLUMN CONNECTIONS. (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/275564

Chicago Manual of Style (16th Edition):

Yacoub, Mohamad Toufic, 1957-. “PERFORMANCE CRITERIA FOR REINFORCED CONCRETE BEAM-COLUMN CONNECTIONS. ” 1986. Masters Thesis, University of Arizona. Accessed April 08, 2020. http://hdl.handle.net/10150/275564.

MLA Handbook (7th Edition):

Yacoub, Mohamad Toufic, 1957-. “PERFORMANCE CRITERIA FOR REINFORCED CONCRETE BEAM-COLUMN CONNECTIONS. ” 1986. Web. 08 Apr 2020.

Vancouver:

Yacoub, Mohamad Toufic 1. PERFORMANCE CRITERIA FOR REINFORCED CONCRETE BEAM-COLUMN CONNECTIONS. [Internet] [Masters thesis]. University of Arizona; 1986. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10150/275564.

Council of Science Editors:

Yacoub, Mohamad Toufic 1. PERFORMANCE CRITERIA FOR REINFORCED CONCRETE BEAM-COLUMN CONNECTIONS. [Masters Thesis]. University of Arizona; 1986. Available from: http://hdl.handle.net/10150/275564

29. Spathelf, Christian A. Fatigue Performance of Orthogonally Reinforced Concrete Slabs.

Degree: 2017, ETH Zürich

 This thesis aims at contributing to a better understanding of the fatigue performance of orthogonally reinforced concrete slabs, focusing on the influence of a deviation… (more)

Subjects/Keywords: Reinforced concrete; Fatigue; Slabs; Load-deformation response; Orthogonal reinforcement; Reinforced concrete bridges (bridge construction); Fatigue resistance, load-cycle strength (elastomechanics)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Spathelf, C. A. (2017). Fatigue Performance of Orthogonally Reinforced Concrete Slabs. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/188501

Chicago Manual of Style (16th Edition):

Spathelf, Christian A. “Fatigue Performance of Orthogonally Reinforced Concrete Slabs.” 2017. Doctoral Dissertation, ETH Zürich. Accessed April 08, 2020. http://hdl.handle.net/20.500.11850/188501.

MLA Handbook (7th Edition):

Spathelf, Christian A. “Fatigue Performance of Orthogonally Reinforced Concrete Slabs.” 2017. Web. 08 Apr 2020.

Vancouver:

Spathelf CA. Fatigue Performance of Orthogonally Reinforced Concrete Slabs. [Internet] [Doctoral dissertation]. ETH Zürich; 2017. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/20.500.11850/188501.

Council of Science Editors:

Spathelf CA. Fatigue Performance of Orthogonally Reinforced Concrete Slabs. [Doctoral Dissertation]. ETH Zürich; 2017. Available from: http://hdl.handle.net/20.500.11850/188501


Ryerson University

30. Mak, Chratien. Experimental and Theoretical Investigation of Glass Fibre Reinforced Polymer Tension Lap Splices in Ultra High Performance Concrete.

Degree: 2011, Ryerson University

 Glass fibre reinforced polymer (GFRP) reinforcements are a viable replacement for corroding steel rebars. GFRP rebar tension lap splices combined with ultra high performance concrete(more)

Subjects/Keywords: Composite-reinforced concrete  – Testing; Fiber-reinforced concrete  – Testing; Reinforced concrete  – Testing; Reinforcing bars  – Fatigue; Reinforced concrete construction  – Fatigue; Composite materials  – Delamination  – Testing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Mak, C. (2011). Experimental and Theoretical Investigation of Glass Fibre Reinforced Polymer Tension Lap Splices in Ultra High Performance Concrete. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1581

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Mak, Chratien. “Experimental and Theoretical Investigation of Glass Fibre Reinforced Polymer Tension Lap Splices in Ultra High Performance Concrete.” 2011. Thesis, Ryerson University. Accessed April 08, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1581.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Mak, Chratien. “Experimental and Theoretical Investigation of Glass Fibre Reinforced Polymer Tension Lap Splices in Ultra High Performance Concrete.” 2011. Web. 08 Apr 2020.

Vancouver:

Mak C. Experimental and Theoretical Investigation of Glass Fibre Reinforced Polymer Tension Lap Splices in Ultra High Performance Concrete. [Internet] [Thesis]. Ryerson University; 2011. [cited 2020 Apr 08]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1581.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Mak C. Experimental and Theoretical Investigation of Glass Fibre Reinforced Polymer Tension Lap Splices in Ultra High Performance Concrete. [Thesis]. Ryerson University; 2011. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1581

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

[1] [2] [3] [4] [5]

.