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You searched for +publisher:"Delft University of Technology" +contributor:("Schlangen, E."). Showing records 1 – 19 of 19 total matches.

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Delft University of Technology

1. Jayananda, Nikhil (author). Flexural Behaviour of Reinforced Concrete Beams With a Layer of SHCC In The Tension Zone: Numerical Study By ATENA Model.

Degree: 2017, Delft University of Technology

 Strain hardening cementitious composite is a new generation material with increased ductility and improved cracking behaviour as compared to traditionally used Normal Strength Concrete (NSC).… (more)

Subjects/Keywords: Cracking; Ductility; Finite Element Analysis; Normal Strength Concrete (NSC); Strain hardening Cementitious Composite (SHCC)

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APA (6th Edition):

Jayananda, N. (. (2017). Flexural Behaviour of Reinforced Concrete Beams With a Layer of SHCC In The Tension Zone: Numerical Study By ATENA Model. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:30ce122a-81bc-4c44-aeb7-dbc791ff4f0c

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):

Jayananda, Nikhil (author). “Flexural Behaviour of Reinforced Concrete Beams With a Layer of SHCC In The Tension Zone: Numerical Study By ATENA Model.” 2017. Thesis, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:30ce122a-81bc-4c44-aeb7-dbc791ff4f0c.

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

MLA Handbook (7th Edition):

Jayananda, Nikhil (author). “Flexural Behaviour of Reinforced Concrete Beams With a Layer of SHCC In The Tension Zone: Numerical Study By ATENA Model.” 2017. Web. 09 Jul 2020.

Vancouver:

Jayananda N(. Flexural Behaviour of Reinforced Concrete Beams With a Layer of SHCC In The Tension Zone: Numerical Study By ATENA Model. [Internet] [Thesis]. Delft University of Technology; 2017. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:30ce122a-81bc-4c44-aeb7-dbc791ff4f0c.

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

Council of Science Editors:

Jayananda N(. Flexural Behaviour of Reinforced Concrete Beams With a Layer of SHCC In The Tension Zone: Numerical Study By ATENA Model. [Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:30ce122a-81bc-4c44-aeb7-dbc791ff4f0c

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


Delft University of Technology

2. Awasthy, Nikhil (author). Development of Mechanical Properties of Concrete with Time - Experimental and Numerical Study.

Degree: 2019, Delft University of Technology

 The performance of concrete is usually governed by its "strength" and "stiffness" properties. As most of the concrete structures are usually designed to last in… (more)

Subjects/Keywords: concrete; FEMMASSE; strength; stiffness; time; eigen stresses

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APA (6th Edition):

Awasthy, N. (. (2019). Development of Mechanical Properties of Concrete with Time - Experimental and Numerical Study. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:597f1027-6513-42ba-a546-6084350d559a

Chicago Manual of Style (16th Edition):

Awasthy, Nikhil (author). “Development of Mechanical Properties of Concrete with Time - Experimental and Numerical Study.” 2019. Masters Thesis, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:597f1027-6513-42ba-a546-6084350d559a.

MLA Handbook (7th Edition):

Awasthy, Nikhil (author). “Development of Mechanical Properties of Concrete with Time - Experimental and Numerical Study.” 2019. Web. 09 Jul 2020.

Vancouver:

Awasthy N(. Development of Mechanical Properties of Concrete with Time - Experimental and Numerical Study. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:597f1027-6513-42ba-a546-6084350d559a.

Council of Science Editors:

Awasthy N(. Development of Mechanical Properties of Concrete with Time - Experimental and Numerical Study. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:597f1027-6513-42ba-a546-6084350d559a


Delft University of Technology

3. Khazoum, Anjlina (author). The Influence of concrete composition on the behavior of steel fibre reinforced concrete (SFRC) C30/37: Quantitative study about the subsequent changes in the properties and mechanical behavior of SFRC C30/37 due to adjusting the concrete composition.

Degree: 2018, Delft University of Technology

 Steel fibre reinforced concrete (SFRC) is nowadays used as a construction material for pavement and industrial floors in The Netherlands. The common used SFRC mixture,… (more)

Subjects/Keywords: Steel fibre reinforced concrete; Concrete composition; Concrete strength class C30/37; Mechanical properties; Steel fibre content 35 kg/m3

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APA (6th Edition):

Khazoum, A. (. (2018). The Influence of concrete composition on the behavior of steel fibre reinforced concrete (SFRC) C30/37: Quantitative study about the subsequent changes in the properties and mechanical behavior of SFRC C30/37 due to adjusting the concrete composition. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0bb90b02-0301-4840-8f9a-470b099513d9

Chicago Manual of Style (16th Edition):

Khazoum, Anjlina (author). “The Influence of concrete composition on the behavior of steel fibre reinforced concrete (SFRC) C30/37: Quantitative study about the subsequent changes in the properties and mechanical behavior of SFRC C30/37 due to adjusting the concrete composition.” 2018. Masters Thesis, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:0bb90b02-0301-4840-8f9a-470b099513d9.

MLA Handbook (7th Edition):

Khazoum, Anjlina (author). “The Influence of concrete composition on the behavior of steel fibre reinforced concrete (SFRC) C30/37: Quantitative study about the subsequent changes in the properties and mechanical behavior of SFRC C30/37 due to adjusting the concrete composition.” 2018. Web. 09 Jul 2020.

Vancouver:

Khazoum A(. The Influence of concrete composition on the behavior of steel fibre reinforced concrete (SFRC) C30/37: Quantitative study about the subsequent changes in the properties and mechanical behavior of SFRC C30/37 due to adjusting the concrete composition. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:0bb90b02-0301-4840-8f9a-470b099513d9.

Council of Science Editors:

Khazoum A(. The Influence of concrete composition on the behavior of steel fibre reinforced concrete (SFRC) C30/37: Quantitative study about the subsequent changes in the properties and mechanical behavior of SFRC C30/37 due to adjusting the concrete composition. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:0bb90b02-0301-4840-8f9a-470b099513d9


Delft University of Technology

4. van Overmeir, Anne (author). Designing an interlayer reinforcement solution for printable strain-hardening cement-based composites.: Practical research on various bond improvement concepts.

Degree: 2020, Delft University of Technology

 3D concrete printing is an additive manufacturing method that uses a printing robot to build 3D concrete elements. In the last decade, several 3D concrete… (more)

Subjects/Keywords: 3D Concrete Printing; Strain hardening Cementitious Composite (SHCC); Interlayer Bond; Tensile strain capacity

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APA (6th Edition):

van Overmeir, A. (. (2020). Designing an interlayer reinforcement solution for printable strain-hardening cement-based composites.: Practical research on various bond improvement concepts. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3e397363-4749-47e3-8f9a-201639ab74f2

Chicago Manual of Style (16th Edition):

van Overmeir, Anne (author). “Designing an interlayer reinforcement solution for printable strain-hardening cement-based composites.: Practical research on various bond improvement concepts.” 2020. Masters Thesis, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:3e397363-4749-47e3-8f9a-201639ab74f2.

MLA Handbook (7th Edition):

van Overmeir, Anne (author). “Designing an interlayer reinforcement solution for printable strain-hardening cement-based composites.: Practical research on various bond improvement concepts.” 2020. Web. 09 Jul 2020.

Vancouver:

van Overmeir A(. Designing an interlayer reinforcement solution for printable strain-hardening cement-based composites.: Practical research on various bond improvement concepts. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:3e397363-4749-47e3-8f9a-201639ab74f2.

Council of Science Editors:

van Overmeir A(. Designing an interlayer reinforcement solution for printable strain-hardening cement-based composites.: Practical research on various bond improvement concepts. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:3e397363-4749-47e3-8f9a-201639ab74f2


Delft University of Technology

5. Alberda van Ekenstein, Anna (author). Towards circular cement: Evaluation of the reactivity of cementitious binder retrieved from recycled cement stone.

Degree: 2020, Delft University of Technology

 The changing climate and the need for a new purpose for End-of-Life concrete increased the importance and interest of concrete recycling. To decrease the environmental… (more)

Subjects/Keywords: Recycle; Cement; End of life; Cementitious binder; Reactivity; Smart crushing; Circular Economy; Secondary binder; Upcycling; Sustainabilty; Dehydrated cement paste; Rehydration; Characterisation

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APA (6th Edition):

Alberda van Ekenstein, A. (. (2020). Towards circular cement: Evaluation of the reactivity of cementitious binder retrieved from recycled cement stone. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0b357f9f-6cfc-4165-9392-d40dd5f20218

Chicago Manual of Style (16th Edition):

Alberda van Ekenstein, Anna (author). “Towards circular cement: Evaluation of the reactivity of cementitious binder retrieved from recycled cement stone.” 2020. Masters Thesis, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:0b357f9f-6cfc-4165-9392-d40dd5f20218.

MLA Handbook (7th Edition):

Alberda van Ekenstein, Anna (author). “Towards circular cement: Evaluation of the reactivity of cementitious binder retrieved from recycled cement stone.” 2020. Web. 09 Jul 2020.

Vancouver:

Alberda van Ekenstein A(. Towards circular cement: Evaluation of the reactivity of cementitious binder retrieved from recycled cement stone. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:0b357f9f-6cfc-4165-9392-d40dd5f20218.

Council of Science Editors:

Alberda van Ekenstein A(. Towards circular cement: Evaluation of the reactivity of cementitious binder retrieved from recycled cement stone. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:0b357f9f-6cfc-4165-9392-d40dd5f20218


Delft University of Technology

6. van Bokhorst, Jochem (author). Early-age Cracking of Concrete: A study into the influence of stress relaxation on early-age cracking of concrete structures under imposed deformations.

Degree: 2020, Delft University of Technology

 <p class="MsoNormal">When hardening concrete is subjected to imposed deformations, stresses maydevelop. If at any point in time this stress exceeds the tensile strength ofthe material,… (more)

Subjects/Keywords: early-age; cracking; Concrete; young concrete; Stress relaxation; Creep; Maxwell chain model; Autogenous shrinkage; imposed deformations; TSTM; ADTM; FEMMASSE; MLS Heat; Shrinkage; Relaxation; Dive-under; Maxwell

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APA (6th Edition):

van Bokhorst, J. (. (2020). Early-age Cracking of Concrete: A study into the influence of stress relaxation on early-age cracking of concrete structures under imposed deformations. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5f782dca-8f58-4204-9241-1177e3f261f4

Chicago Manual of Style (16th Edition):

van Bokhorst, Jochem (author). “Early-age Cracking of Concrete: A study into the influence of stress relaxation on early-age cracking of concrete structures under imposed deformations.” 2020. Masters Thesis, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:5f782dca-8f58-4204-9241-1177e3f261f4.

MLA Handbook (7th Edition):

van Bokhorst, Jochem (author). “Early-age Cracking of Concrete: A study into the influence of stress relaxation on early-age cracking of concrete structures under imposed deformations.” 2020. Web. 09 Jul 2020.

Vancouver:

van Bokhorst J(. Early-age Cracking of Concrete: A study into the influence of stress relaxation on early-age cracking of concrete structures under imposed deformations. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:5f782dca-8f58-4204-9241-1177e3f261f4.

Council of Science Editors:

van Bokhorst J(. Early-age Cracking of Concrete: A study into the influence of stress relaxation on early-age cracking of concrete structures under imposed deformations. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:5f782dca-8f58-4204-9241-1177e3f261f4


Delft University of Technology

7. Roghair, Charlotte (author). Self-healing strain hardening concrete: Demonstrator Bridge TU Delft.

Degree: 2017, Delft University of Technology

 In the year 2006, Delft University of Technology started researching ‘Strain hardening Self-healing concrete’ (SSC). The reason for this research was the desire to increase… (more)

Subjects/Keywords: Self-healing; Strain hardening; concrete

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APA (6th Edition):

Roghair, C. (. (2017). Self-healing strain hardening concrete: Demonstrator Bridge TU Delft. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c08e4517-10ab-4710-bfc6-43a2baccebf5

Chicago Manual of Style (16th Edition):

Roghair, Charlotte (author). “Self-healing strain hardening concrete: Demonstrator Bridge TU Delft.” 2017. Masters Thesis, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:c08e4517-10ab-4710-bfc6-43a2baccebf5.

MLA Handbook (7th Edition):

Roghair, Charlotte (author). “Self-healing strain hardening concrete: Demonstrator Bridge TU Delft.” 2017. Web. 09 Jul 2020.

Vancouver:

Roghair C(. Self-healing strain hardening concrete: Demonstrator Bridge TU Delft. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:c08e4517-10ab-4710-bfc6-43a2baccebf5.

Council of Science Editors:

Roghair C(. Self-healing strain hardening concrete: Demonstrator Bridge TU Delft. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:c08e4517-10ab-4710-bfc6-43a2baccebf5


Delft University of Technology

8. Harrass, Othman (author). Interfacial behavior of hybrid SHCC-Concrete beams with a joint at midspan.

Degree: 2020, Delft University of Technology

 Strain Hardening Cementitious Composite (SHCC) is a new type of concrete that is able to control the crack-width in concrete structures. The application of this… (more)

Subjects/Keywords: Strain hardening Cementitious Composite (SHCC); Interface; concrete structure; hybrid structure

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APA (6th Edition):

Harrass, O. (. (2020). Interfacial behavior of hybrid SHCC-Concrete beams with a joint at midspan. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f5b2c7f1-fc84-459b-8a61-3eb3bc43254e

Chicago Manual of Style (16th Edition):

Harrass, Othman (author). “Interfacial behavior of hybrid SHCC-Concrete beams with a joint at midspan.” 2020. Masters Thesis, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:f5b2c7f1-fc84-459b-8a61-3eb3bc43254e.

MLA Handbook (7th Edition):

Harrass, Othman (author). “Interfacial behavior of hybrid SHCC-Concrete beams with a joint at midspan.” 2020. Web. 09 Jul 2020.

Vancouver:

Harrass O(. Interfacial behavior of hybrid SHCC-Concrete beams with a joint at midspan. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:f5b2c7f1-fc84-459b-8a61-3eb3bc43254e.

Council of Science Editors:

Harrass O(. Interfacial behavior of hybrid SHCC-Concrete beams with a joint at midspan. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:f5b2c7f1-fc84-459b-8a61-3eb3bc43254e


Delft University of Technology

9. Mors, R.M. (author). Autogenous Shrinkage of Cementitious materials containing BFS.

Degree: 2011, Delft University of Technology

 In the Netherlands blast furnace slag (BFS) cement is commonly used. Concretes with this type of cement are known for good durability properties. Where concrete… (more)

Subjects/Keywords: concrete; blast furnace slag; autogenous shrinkage; drying shrinkage; Mini-TSTM

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APA (6th Edition):

Mors, R. M. (. (2011). Autogenous Shrinkage of Cementitious materials containing BFS. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:2dfdbca7-fb9c-4963-ae2d-fce400b011bb

Chicago Manual of Style (16th Edition):

Mors, R M (author). “Autogenous Shrinkage of Cementitious materials containing BFS.” 2011. Masters Thesis, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:2dfdbca7-fb9c-4963-ae2d-fce400b011bb.

MLA Handbook (7th Edition):

Mors, R M (author). “Autogenous Shrinkage of Cementitious materials containing BFS.” 2011. Web. 09 Jul 2020.

Vancouver:

Mors RM(. Autogenous Shrinkage of Cementitious materials containing BFS. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:2dfdbca7-fb9c-4963-ae2d-fce400b011bb.

Council of Science Editors:

Mors RM(. Autogenous Shrinkage of Cementitious materials containing BFS. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:2dfdbca7-fb9c-4963-ae2d-fce400b011bb


Delft University of Technology

10. Feij, Jeroen (author). Shrinkage reducing agent in concrete: The mechanism and its influences on the hydration process and mechanical properties.

Degree: 2020, Delft University of Technology

In floors without dilation joints drying shrinkage cracking can occur. Shrinkage reducing agents (SRAs) can reduce the amount of drying shrinkage and improve the durability… (more)

Subjects/Keywords: Shrinkage reducing agent; Drying shrinkage; Concrete; Sika Control 40; SRA

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APA (6th Edition):

Feij, J. (. (2020). Shrinkage reducing agent in concrete: The mechanism and its influences on the hydration process and mechanical properties. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b0921d17-503f-495f-99bc-96f4f19b95df

Chicago Manual of Style (16th Edition):

Feij, Jeroen (author). “Shrinkage reducing agent in concrete: The mechanism and its influences on the hydration process and mechanical properties.” 2020. Masters Thesis, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:b0921d17-503f-495f-99bc-96f4f19b95df.

MLA Handbook (7th Edition):

Feij, Jeroen (author). “Shrinkage reducing agent in concrete: The mechanism and its influences on the hydration process and mechanical properties.” 2020. Web. 09 Jul 2020.

Vancouver:

Feij J(. Shrinkage reducing agent in concrete: The mechanism and its influences on the hydration process and mechanical properties. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:b0921d17-503f-495f-99bc-96f4f19b95df.

Council of Science Editors:

Feij J(. Shrinkage reducing agent in concrete: The mechanism and its influences on the hydration process and mechanical properties. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:b0921d17-503f-495f-99bc-96f4f19b95df

11. Tai, R.K. (author). Upscaling of Strain-Hardening Cementitious Composites.

Degree: 2015, Delft University of Technology

 “[Strain-hardening cementitious composites (SHCC)] are a new class of [fiber reinforced cementitious] composites characterized by a strain-hardening behavior in tension after first cracking accompanied by… (more)

Subjects/Keywords: SHCC; size-effect; upscaling

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APA (6th Edition):

Tai, R. K. (. (2015). Upscaling of Strain-Hardening Cementitious Composites. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a0d63c1a-dbcf-4141-bb8a-6c7ac1063eed

Chicago Manual of Style (16th Edition):

Tai, R K (author). “Upscaling of Strain-Hardening Cementitious Composites.” 2015. Masters Thesis, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:a0d63c1a-dbcf-4141-bb8a-6c7ac1063eed.

MLA Handbook (7th Edition):

Tai, R K (author). “Upscaling of Strain-Hardening Cementitious Composites.” 2015. Web. 09 Jul 2020.

Vancouver:

Tai RK(. Upscaling of Strain-Hardening Cementitious Composites. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:a0d63c1a-dbcf-4141-bb8a-6c7ac1063eed.

Council of Science Editors:

Tai RK(. Upscaling of Strain-Hardening Cementitious Composites. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:a0d63c1a-dbcf-4141-bb8a-6c7ac1063eed


Delft University of Technology

12. Savija, B. Experimental and numerical investigation of chloride ingress in cracked concrete.

Degree: 2014, Delft University of Technology

 Chloride induced corrosion of reinforcing steel is recognized as the most common deterioration mechanism affecting reinforced concrete structures. As such, it has been in focus… (more)

Subjects/Keywords: chloride ingress; autogeneous healing; corrosion induced cover cracking; x-ray computed tomography; nanoindentation; lattice fracture model; lattice transport model

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APA (6th Edition):

Savija, B. (2014). Experimental and numerical investigation of chloride ingress in cracked concrete. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be

Chicago Manual of Style (16th Edition):

Savija, B. “Experimental and numerical investigation of chloride ingress in cracked concrete.” 2014. Doctoral Dissertation, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be.

MLA Handbook (7th Edition):

Savija, B. “Experimental and numerical investigation of chloride ingress in cracked concrete.” 2014. Web. 09 Jul 2020.

Vancouver:

Savija B. Experimental and numerical investigation of chloride ingress in cracked concrete. [Internet] [Doctoral dissertation]. Delft University of Technology; 2014. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be.

Council of Science Editors:

Savija B. Experimental and numerical investigation of chloride ingress in cracked concrete. [Doctoral Dissertation]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; urn:NBN:nl:ui:24-uuid:79915ffe-d062-431f-a0ff-bc7628e802be ; http://resolver.tudelft.nl/uuid:79915ffe-d062-431f-a0ff-bc7628e802be


Delft University of Technology

13. Sangadji, S. Porous Network Concrete: A bio-inspired building component to make concrete structures self-healing.

Degree: 2015, Delft University of Technology

 The high energy consumption, its corresponding emission of CO2 and financial losses due to premature failure are the pressing sustainability issues which must be tackled… (more)

Subjects/Keywords: concrete; porous concrete; porous network concrete; self-healing concrete; biomimetic; bio-inspired engineering; closed-loop feedback; autonomous healing mechanism; autogeneous healing mechanism

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APA (6th Edition):

Sangadji, S. (2015). Porous Network Concrete: A bio-inspired building component to make concrete structures self-healing. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b6dcf405-1591-4202-b744-f833cef4541d ; urn:NBN:nl:ui:24-uuid:b6dcf405-1591-4202-b744-f833cef4541d ; urn:NBN:nl:ui:24-uuid:b6dcf405-1591-4202-b744-f833cef4541d ; http://resolver.tudelft.nl/uuid:b6dcf405-1591-4202-b744-f833cef4541d

Chicago Manual of Style (16th Edition):

Sangadji, S. “Porous Network Concrete: A bio-inspired building component to make concrete structures self-healing.” 2015. Doctoral Dissertation, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:b6dcf405-1591-4202-b744-f833cef4541d ; urn:NBN:nl:ui:24-uuid:b6dcf405-1591-4202-b744-f833cef4541d ; urn:NBN:nl:ui:24-uuid:b6dcf405-1591-4202-b744-f833cef4541d ; http://resolver.tudelft.nl/uuid:b6dcf405-1591-4202-b744-f833cef4541d.

MLA Handbook (7th Edition):

Sangadji, S. “Porous Network Concrete: A bio-inspired building component to make concrete structures self-healing.” 2015. Web. 09 Jul 2020.

Vancouver:

Sangadji S. Porous Network Concrete: A bio-inspired building component to make concrete structures self-healing. [Internet] [Doctoral dissertation]. Delft University of Technology; 2015. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:b6dcf405-1591-4202-b744-f833cef4541d ; urn:NBN:nl:ui:24-uuid:b6dcf405-1591-4202-b744-f833cef4541d ; urn:NBN:nl:ui:24-uuid:b6dcf405-1591-4202-b744-f833cef4541d ; http://resolver.tudelft.nl/uuid:b6dcf405-1591-4202-b744-f833cef4541d.

Council of Science Editors:

Sangadji S. Porous Network Concrete: A bio-inspired building component to make concrete structures self-healing. [Doctoral Dissertation]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:b6dcf405-1591-4202-b744-f833cef4541d ; urn:NBN:nl:ui:24-uuid:b6dcf405-1591-4202-b744-f833cef4541d ; urn:NBN:nl:ui:24-uuid:b6dcf405-1591-4202-b744-f833cef4541d ; http://resolver.tudelft.nl/uuid:b6dcf405-1591-4202-b744-f833cef4541d


Delft University of Technology

14. Liu, Q. Induction Healing of Porous Asphalt Concrete.

Degree: 2012, Delft University of Technology

 Porous asphalt shows excellent performance in both noise reduction and water drainage. Although porous asphalt has these great qualities, its service life is much shorter… (more)

Subjects/Keywords: healing; induction heating; steel fiber; porous asphalt concrete

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APA (6th Edition):

Liu, Q. (2012). Induction Healing of Porous Asphalt Concrete. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:dea292f3-15ee-490a-a59c-5365df63bc16 ; urn:NBN:nl:ui:24-uuid:dea292f3-15ee-490a-a59c-5365df63bc16 ; urn:NBN:nl:ui:24-uuid:dea292f3-15ee-490a-a59c-5365df63bc16 ; http://resolver.tudelft.nl/uuid:dea292f3-15ee-490a-a59c-5365df63bc16

Chicago Manual of Style (16th Edition):

Liu, Q. “Induction Healing of Porous Asphalt Concrete.” 2012. Doctoral Dissertation, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:dea292f3-15ee-490a-a59c-5365df63bc16 ; urn:NBN:nl:ui:24-uuid:dea292f3-15ee-490a-a59c-5365df63bc16 ; urn:NBN:nl:ui:24-uuid:dea292f3-15ee-490a-a59c-5365df63bc16 ; http://resolver.tudelft.nl/uuid:dea292f3-15ee-490a-a59c-5365df63bc16.

MLA Handbook (7th Edition):

Liu, Q. “Induction Healing of Porous Asphalt Concrete.” 2012. Web. 09 Jul 2020.

Vancouver:

Liu Q. Induction Healing of Porous Asphalt Concrete. [Internet] [Doctoral dissertation]. Delft University of Technology; 2012. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:dea292f3-15ee-490a-a59c-5365df63bc16 ; urn:NBN:nl:ui:24-uuid:dea292f3-15ee-490a-a59c-5365df63bc16 ; urn:NBN:nl:ui:24-uuid:dea292f3-15ee-490a-a59c-5365df63bc16 ; http://resolver.tudelft.nl/uuid:dea292f3-15ee-490a-a59c-5365df63bc16.

Council of Science Editors:

Liu Q. Induction Healing of Porous Asphalt Concrete. [Doctoral Dissertation]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:dea292f3-15ee-490a-a59c-5365df63bc16 ; urn:NBN:nl:ui:24-uuid:dea292f3-15ee-490a-a59c-5365df63bc16 ; urn:NBN:nl:ui:24-uuid:dea292f3-15ee-490a-a59c-5365df63bc16 ; http://resolver.tudelft.nl/uuid:dea292f3-15ee-490a-a59c-5365df63bc16

15. Kulshreshtha, Y. (author). CoRncrete: A bio-based construction material.

Degree: 2015, Delft University of Technology

CoRncrete is a corn starch based bio-material formed by mixing corn starch with water and sand, and heating the mix in a microwave or oven.… (more)

Subjects/Keywords: corn starch; construction material; gelatinization

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

APA (6th Edition):

Kulshreshtha, Y. (. (2015). CoRncrete: A bio-based construction material. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0919b058-4499-493f-b024-88c948ade7ff

Chicago Manual of Style (16th Edition):

Kulshreshtha, Y (author). “CoRncrete: A bio-based construction material.” 2015. Masters Thesis, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:0919b058-4499-493f-b024-88c948ade7ff.

MLA Handbook (7th Edition):

Kulshreshtha, Y (author). “CoRncrete: A bio-based construction material.” 2015. Web. 09 Jul 2020.

Vancouver:

Kulshreshtha Y(. CoRncrete: A bio-based construction material. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:0919b058-4499-493f-b024-88c948ade7ff.

Council of Science Editors:

Kulshreshtha Y(. CoRncrete: A bio-based construction material. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:0919b058-4499-493f-b024-88c948ade7ff

16. Van Aken, S. (author). Cracking at the unheated side of a tunnel during the heating and cooling phase of a fire.

Degree: 2012, Delft University of Technology

This thesis focuses on assessing the crack width and durability at the outside of an immersed tunnel in case of fire inside the tunnel. Previous… (more)

Subjects/Keywords: tunnel; cracks; fire; cooling phase; unheated side

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APA (6th Edition):

Van Aken, S. (. (2012). Cracking at the unheated side of a tunnel during the heating and cooling phase of a fire. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:55380aa5-5ead-43cd-b6ca-60de122d9158

Chicago Manual of Style (16th Edition):

Van Aken, S (author). “Cracking at the unheated side of a tunnel during the heating and cooling phase of a fire.” 2012. Masters Thesis, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:55380aa5-5ead-43cd-b6ca-60de122d9158.

MLA Handbook (7th Edition):

Van Aken, S (author). “Cracking at the unheated side of a tunnel during the heating and cooling phase of a fire.” 2012. Web. 09 Jul 2020.

Vancouver:

Van Aken S(. Cracking at the unheated side of a tunnel during the heating and cooling phase of a fire. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:55380aa5-5ead-43cd-b6ca-60de122d9158.

Council of Science Editors:

Van Aken S(. Cracking at the unheated side of a tunnel during the heating and cooling phase of a fire. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:55380aa5-5ead-43cd-b6ca-60de122d9158


Delft University of Technology

17. Hammer, C. (author). Optimization of dome housing in Sri Lanka.

Degree: 2006, Delft University of Technology

The Solid House Foundation uses inflatable hemisperical formwork to build concrete dome dwellings. In this thesis a study is made of possible optimization of this… (more)

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

APA (6th Edition):

Hammer, C. (. (2006). Optimization of dome housing in Sri Lanka. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:9aac722b-d60e-404f-bd4a-5be45353bca3

Chicago Manual of Style (16th Edition):

Hammer, C (author). “Optimization of dome housing in Sri Lanka.” 2006. Masters Thesis, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:9aac722b-d60e-404f-bd4a-5be45353bca3.

MLA Handbook (7th Edition):

Hammer, C (author). “Optimization of dome housing in Sri Lanka.” 2006. Web. 09 Jul 2020.

Vancouver:

Hammer C(. Optimization of dome housing in Sri Lanka. [Internet] [Masters thesis]. Delft University of Technology; 2006. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:9aac722b-d60e-404f-bd4a-5be45353bca3.

Council of Science Editors:

Hammer C(. Optimization of dome housing in Sri Lanka. [Masters Thesis]. Delft University of Technology; 2006. Available from: http://resolver.tudelft.nl/uuid:9aac722b-d60e-404f-bd4a-5be45353bca3


Delft University of Technology

18. Lu, L. Novel routes to polymer-based self-healing systems for cementitious materials.

Degree: 2018, Delft University of Technology

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lu, L. (2018). Novel routes to polymer-based self-healing systems for cementitious materials. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a65910c1-d291-455b-841b-01820bd58d21 ; urn:NBN:nl:ui:24-uuid:a65910c1-d291-455b-841b-01820bd58d21 ; a65910c1-d291-455b-841b-01820bd58d21 ; 10.4233/uuid:a65910c1-d291-455b-841b-01820bd58d21 ; urn:isbn:978-94-6366-078-5 ; urn:NBN:nl:ui:24-uuid:a65910c1-d291-455b-841b-01820bd58d21 ; http://resolver.tudelft.nl/uuid:a65910c1-d291-455b-841b-01820bd58d21

Chicago Manual of Style (16th Edition):

Lu, L. “Novel routes to polymer-based self-healing systems for cementitious materials.” 2018. Doctoral Dissertation, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:a65910c1-d291-455b-841b-01820bd58d21 ; urn:NBN:nl:ui:24-uuid:a65910c1-d291-455b-841b-01820bd58d21 ; a65910c1-d291-455b-841b-01820bd58d21 ; 10.4233/uuid:a65910c1-d291-455b-841b-01820bd58d21 ; urn:isbn:978-94-6366-078-5 ; urn:NBN:nl:ui:24-uuid:a65910c1-d291-455b-841b-01820bd58d21 ; http://resolver.tudelft.nl/uuid:a65910c1-d291-455b-841b-01820bd58d21.

MLA Handbook (7th Edition):

Lu, L. “Novel routes to polymer-based self-healing systems for cementitious materials.” 2018. Web. 09 Jul 2020.

Vancouver:

Lu L. Novel routes to polymer-based self-healing systems for cementitious materials. [Internet] [Doctoral dissertation]. Delft University of Technology; 2018. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:a65910c1-d291-455b-841b-01820bd58d21 ; urn:NBN:nl:ui:24-uuid:a65910c1-d291-455b-841b-01820bd58d21 ; a65910c1-d291-455b-841b-01820bd58d21 ; 10.4233/uuid:a65910c1-d291-455b-841b-01820bd58d21 ; urn:isbn:978-94-6366-078-5 ; urn:NBN:nl:ui:24-uuid:a65910c1-d291-455b-841b-01820bd58d21 ; http://resolver.tudelft.nl/uuid:a65910c1-d291-455b-841b-01820bd58d21.

Council of Science Editors:

Lu L. Novel routes to polymer-based self-healing systems for cementitious materials. [Doctoral Dissertation]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:a65910c1-d291-455b-841b-01820bd58d21 ; urn:NBN:nl:ui:24-uuid:a65910c1-d291-455b-841b-01820bd58d21 ; a65910c1-d291-455b-841b-01820bd58d21 ; 10.4233/uuid:a65910c1-d291-455b-841b-01820bd58d21 ; urn:isbn:978-94-6366-078-5 ; urn:NBN:nl:ui:24-uuid:a65910c1-d291-455b-841b-01820bd58d21 ; http://resolver.tudelft.nl/uuid:a65910c1-d291-455b-841b-01820bd58d21


Delft University of Technology

19. Zhang, H. Experimentally validated multi-scale fracture modelling scheme of cementitious materials.

Degree: 2019, Delft University of Technology

 Cementitious materials are heterogeneous on mutliple length scales, from nanometres to metres. Consequently, their macroscopic mechanical properties are affected by material structures at all length… (more)

Subjects/Keywords: Cementitious materials; Cement paste; Mortar; Micromechanics; Multi-scale modelling; Lattice fracture model; X-ray computed tomography; Size effect; Nanoindenter

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

APA (6th Edition):

Zhang, H. (2019). Experimentally validated multi-scale fracture modelling scheme of cementitious materials. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9 ; urn:NBN:nl:ui:24-uuid:9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9 ; 9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9 ; 10.4233/uuid:9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9 ; urn:isbn:978-94-6384-071-2 ; urn:NBN:nl:ui:24-uuid:9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9 ; http://resolver.tudelft.nl/uuid:9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9

Chicago Manual of Style (16th Edition):

Zhang, H. “Experimentally validated multi-scale fracture modelling scheme of cementitious materials.” 2019. Doctoral Dissertation, Delft University of Technology. Accessed July 09, 2020. http://resolver.tudelft.nl/uuid:9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9 ; urn:NBN:nl:ui:24-uuid:9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9 ; 9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9 ; 10.4233/uuid:9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9 ; urn:isbn:978-94-6384-071-2 ; urn:NBN:nl:ui:24-uuid:9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9 ; http://resolver.tudelft.nl/uuid:9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9.

MLA Handbook (7th Edition):

Zhang, H. “Experimentally validated multi-scale fracture modelling scheme of cementitious materials.” 2019. Web. 09 Jul 2020.

Vancouver:

Zhang H. Experimentally validated multi-scale fracture modelling scheme of cementitious materials. [Internet] [Doctoral dissertation]. Delft University of Technology; 2019. [cited 2020 Jul 09]. Available from: http://resolver.tudelft.nl/uuid:9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9 ; urn:NBN:nl:ui:24-uuid:9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9 ; 9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9 ; 10.4233/uuid:9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9 ; urn:isbn:978-94-6384-071-2 ; urn:NBN:nl:ui:24-uuid:9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9 ; http://resolver.tudelft.nl/uuid:9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9.

Council of Science Editors:

Zhang H. Experimentally validated multi-scale fracture modelling scheme of cementitious materials. [Doctoral Dissertation]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9 ; urn:NBN:nl:ui:24-uuid:9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9 ; 9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9 ; 10.4233/uuid:9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9 ; urn:isbn:978-94-6384-071-2 ; urn:NBN:nl:ui:24-uuid:9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9 ; http://resolver.tudelft.nl/uuid:9a74f4ee-62e9-4117-bcb0-26c5a1a52cb9

.