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You searched for subject:(Strain hardening concrete). Showing records 1 – 13 of 13 total matches.

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University of Texas – Austin

1. -8781-1820. Development and laboratory testing of Ultra High Performance Concrete.

Degree: Civil, Architectural, and Environmental Engineering, 2016, University of Texas – Austin

 Ultra-High Performance Concrete (UHPC) is an emerging material technology that exhibits a combination of high compressive strength, high tensile strength, high toughness and ductility, and… (more)

Subjects/Keywords: Concrete; Ultra High Performance Concrete; UHPC; Mechanical testing; Strain hardening concrete; Ductal; UHPC bridge connections; UHPC closure pours; Nonproprietary

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

APA (6th Edition):

-8781-1820. (2016). Development and laboratory testing of Ultra High Performance Concrete. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/47240

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

Chicago Manual of Style (16th Edition):

-8781-1820. “Development and laboratory testing of Ultra High Performance Concrete.” 2016. Thesis, University of Texas – Austin. Accessed July 17, 2019. http://hdl.handle.net/2152/47240.

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

MLA Handbook (7th Edition):

-8781-1820. “Development and laboratory testing of Ultra High Performance Concrete.” 2016. Web. 17 Jul 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-8781-1820. Development and laboratory testing of Ultra High Performance Concrete. [Internet] [Thesis]. University of Texas – Austin; 2016. [cited 2019 Jul 17]. Available from: http://hdl.handle.net/2152/47240.

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

Council of Science Editors:

-8781-1820. Development and laboratory testing of Ultra High Performance Concrete. [Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/47240

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


Stellenbosch University

2. Adendorff, Christo Johan. The time-dependent cracking behaviour of strain hardening cement-based composite.

Degree: Civil Engineering, 2009, Stellenbosch University

Thesis (MScEng (Civil Engineering)) – University of Stellenbosch, 2009.

ENGLISH ABSTRACT: Strain Hardening Cement-based Composite (SHCC) is part of the High Performance Fibre Reinforced Cement-based Composite… (more)

Subjects/Keywords: Cracking; Time-dependent; Crack widths; Strain hardening cement-based composite (SHCC); High performance fibre Civil engineering; Dissertations  – Civil engineering; Strain hardening; Composite-reinforced concrete; Civil Engineering

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APA (6th Edition):

Adendorff, C. J. (2009). The time-dependent cracking behaviour of strain hardening cement-based composite. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/2847

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):

Adendorff, Christo Johan. “The time-dependent cracking behaviour of strain hardening cement-based composite.” 2009. Thesis, Stellenbosch University. Accessed July 17, 2019. http://hdl.handle.net/10019.1/2847.

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

MLA Handbook (7th Edition):

Adendorff, Christo Johan. “The time-dependent cracking behaviour of strain hardening cement-based composite.” 2009. Web. 17 Jul 2019.

Vancouver:

Adendorff CJ. The time-dependent cracking behaviour of strain hardening cement-based composite. [Internet] [Thesis]. Stellenbosch University; 2009. [cited 2019 Jul 17]. Available from: http://hdl.handle.net/10019.1/2847.

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

Council of Science Editors:

Adendorff CJ. The time-dependent cracking behaviour of strain hardening cement-based composite. [Thesis]. Stellenbosch University; 2009. Available from: http://hdl.handle.net/10019.1/2847

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


Delft University of Technology

3. Shalom, I. Application of Advanced Cementitious Materials in Infrastructure:.

Degree: 2016, Delft University of Technology

 Advanced Cementitious Materials (ACM’s) are products with materials found in conventional concrete (cement, silica fume, sand, superplasticizer, and water) plus distinctive materials like fibers (steel,… (more)

Subjects/Keywords: Advanced Cementitious Materials; Ultra high performance material (UHPC); Strain hardening Cementitious concrete (SHCC); Fiber Reinforced Concrete (FRC); Concrete truss; hybrid superstructure; Topological optimization

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APA (6th Edition):

Shalom, I. (2016). Application of Advanced Cementitious Materials in Infrastructure:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:e0482f8f-4de7-479c-80be-47d837d8fddf

Chicago Manual of Style (16th Edition):

Shalom, I. “Application of Advanced Cementitious Materials in Infrastructure:.” 2016. Masters Thesis, Delft University of Technology. Accessed July 17, 2019. http://resolver.tudelft.nl/uuid:e0482f8f-4de7-479c-80be-47d837d8fddf.

MLA Handbook (7th Edition):

Shalom, I. “Application of Advanced Cementitious Materials in Infrastructure:.” 2016. Web. 17 Jul 2019.

Vancouver:

Shalom I. Application of Advanced Cementitious Materials in Infrastructure:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Jul 17]. Available from: http://resolver.tudelft.nl/uuid:e0482f8f-4de7-479c-80be-47d837d8fddf.

Council of Science Editors:

Shalom I. Application of Advanced Cementitious Materials in Infrastructure:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:e0482f8f-4de7-479c-80be-47d837d8fddf


University of Oklahoma

4. Paulsgrove, Gene Alan. A practicing engineer's perspective on nonlinear finite element analysis techniques for reinforced concrete structures.

Degree: PhD, School of Civil Engineering and Environmental Science, 2004, University of Oklahoma

 Present design practice of reinforced concrete structures is principally based on linear elastic material properties. Deflections are generally taken as simple multiples of the elastic… (more)

Subjects/Keywords: Finite element method.; Strain hardening.; Buildings, Reinforced concrete.; Engineering, Civil.

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APA (6th Edition):

Paulsgrove, G. A. (2004). A practicing engineer's perspective on nonlinear finite element analysis techniques for reinforced concrete structures. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/798

Chicago Manual of Style (16th Edition):

Paulsgrove, Gene Alan. “A practicing engineer's perspective on nonlinear finite element analysis techniques for reinforced concrete structures.” 2004. Doctoral Dissertation, University of Oklahoma. Accessed July 17, 2019. http://hdl.handle.net/11244/798.

MLA Handbook (7th Edition):

Paulsgrove, Gene Alan. “A practicing engineer's perspective on nonlinear finite element analysis techniques for reinforced concrete structures.” 2004. Web. 17 Jul 2019.

Vancouver:

Paulsgrove GA. A practicing engineer's perspective on nonlinear finite element analysis techniques for reinforced concrete structures. [Internet] [Doctoral dissertation]. University of Oklahoma; 2004. [cited 2019 Jul 17]. Available from: http://hdl.handle.net/11244/798.

Council of Science Editors:

Paulsgrove GA. A practicing engineer's perspective on nonlinear finite element analysis techniques for reinforced concrete structures. [Doctoral Dissertation]. University of Oklahoma; 2004. Available from: http://hdl.handle.net/11244/798

5. LE HOANG THANH NAM. HIGH-STRENGTH CONCRETE AND FIBER-REINFORCED CEMENT COMPOSITES FOR POTENTIAL APPLICATION IN PROTECTIVE STRUCTURES.

Degree: 2017, National University of Singapore

Subjects/Keywords: high-strength concrete; strain-hardening cement composite; fiber-reinforced concrete; critical parameter; strain rate compression; projectile impact

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APA (6th Edition):

NAM, L. H. T. (2017). HIGH-STRENGTH CONCRETE AND FIBER-REINFORCED CEMENT COMPOSITES FOR POTENTIAL APPLICATION IN PROTECTIVE STRUCTURES. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/144388

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):

NAM, LE HOANG THANH. “HIGH-STRENGTH CONCRETE AND FIBER-REINFORCED CEMENT COMPOSITES FOR POTENTIAL APPLICATION IN PROTECTIVE STRUCTURES.” 2017. Thesis, National University of Singapore. Accessed July 17, 2019. http://scholarbank.nus.edu.sg/handle/10635/144388.

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

MLA Handbook (7th Edition):

NAM, LE HOANG THANH. “HIGH-STRENGTH CONCRETE AND FIBER-REINFORCED CEMENT COMPOSITES FOR POTENTIAL APPLICATION IN PROTECTIVE STRUCTURES.” 2017. Web. 17 Jul 2019.

Vancouver:

NAM LHT. HIGH-STRENGTH CONCRETE AND FIBER-REINFORCED CEMENT COMPOSITES FOR POTENTIAL APPLICATION IN PROTECTIVE STRUCTURES. [Internet] [Thesis]. National University of Singapore; 2017. [cited 2019 Jul 17]. Available from: http://scholarbank.nus.edu.sg/handle/10635/144388.

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

Council of Science Editors:

NAM LHT. HIGH-STRENGTH CONCRETE AND FIBER-REINFORCED CEMENT COMPOSITES FOR POTENTIAL APPLICATION IN PROTECTIVE STRUCTURES. [Thesis]. National University of Singapore; 2017. Available from: http://scholarbank.nus.edu.sg/handle/10635/144388

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


Brno University of Technology

6. Machačová, Denisa. Objemové změny vybraných cementových kompozitů: vyhodnocení experimentů .

Degree: 2012, Brno University of Technology

 Zadaným tématem bakalářské práce je vyhodnocení experimentálně zjištěných objemových změn zkušebních těles z vybraných cementových kompozitů v raných stádiích tuhnutí a tvrdnutí. Materiál zkušebních těles… (more)

Subjects/Keywords: smršťování; dotvarování; obyčejný beton; lehký beton; délkové přetvoření; poměrné posunutí; rané stádium tuhnutí a tvrdnutí; aproximace; shrinkage; creep; ordinary concrete; lightweight concrete; longitudinal strain; the relative displacement; early stages of solidification and hardening; approximation

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APA (6th Edition):

Machačová, D. (2012). Objemové změny vybraných cementových kompozitů: vyhodnocení experimentů . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/15428

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):

Machačová, Denisa. “Objemové změny vybraných cementových kompozitů: vyhodnocení experimentů .” 2012. Thesis, Brno University of Technology. Accessed July 17, 2019. http://hdl.handle.net/11012/15428.

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

MLA Handbook (7th Edition):

Machačová, Denisa. “Objemové změny vybraných cementových kompozitů: vyhodnocení experimentů .” 2012. Web. 17 Jul 2019.

Vancouver:

Machačová D. Objemové změny vybraných cementových kompozitů: vyhodnocení experimentů . [Internet] [Thesis]. Brno University of Technology; 2012. [cited 2019 Jul 17]. Available from: http://hdl.handle.net/11012/15428.

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

Council of Science Editors:

Machačová D. Objemové změny vybraných cementových kompozitů: vyhodnocení experimentů . [Thesis]. Brno University of Technology; 2012. Available from: http://hdl.handle.net/11012/15428

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


Delft University of Technology

7. Lukovic, M. Influence of interface and strain hardening cementitious composite (SHCC) properties on the performance of concrete repairs.

Degree: 2016, Delft University of Technology

 In the construction industry the demand for repair and maintenance of concrete structures constantly increases. Still, the performance of current concrete repairs is not satisfactory… (more)

Subjects/Keywords: Concrete repair systems; Interface; Strain hardening cementitious composite (SHCC); Lattice model; Nanoindentation; X-ray absorption

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APA (6th Edition):

Lukovic, M. (2016). Influence of interface and strain hardening cementitious composite (SHCC) properties on the performance of concrete repairs. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:28b07d9b-c704-47fa-9ba3-cd9fde10130a ; urn:NBN:nl:ui:24-uuid:28b07d9b-c704-47fa-9ba3-cd9fde10130a ; urn:NBN:nl:ui:24-uuid:28b07d9b-c704-47fa-9ba3-cd9fde10130a ; http://resolver.tudelft.nl/uuid:28b07d9b-c704-47fa-9ba3-cd9fde10130a

Chicago Manual of Style (16th Edition):

Lukovic, M. “Influence of interface and strain hardening cementitious composite (SHCC) properties on the performance of concrete repairs.” 2016. Doctoral Dissertation, Delft University of Technology. Accessed July 17, 2019. http://resolver.tudelft.nl/uuid:28b07d9b-c704-47fa-9ba3-cd9fde10130a ; urn:NBN:nl:ui:24-uuid:28b07d9b-c704-47fa-9ba3-cd9fde10130a ; urn:NBN:nl:ui:24-uuid:28b07d9b-c704-47fa-9ba3-cd9fde10130a ; http://resolver.tudelft.nl/uuid:28b07d9b-c704-47fa-9ba3-cd9fde10130a.

MLA Handbook (7th Edition):

Lukovic, M. “Influence of interface and strain hardening cementitious composite (SHCC) properties on the performance of concrete repairs.” 2016. Web. 17 Jul 2019.

Vancouver:

Lukovic M. Influence of interface and strain hardening cementitious composite (SHCC) properties on the performance of concrete repairs. [Internet] [Doctoral dissertation]. Delft University of Technology; 2016. [cited 2019 Jul 17]. Available from: http://resolver.tudelft.nl/uuid:28b07d9b-c704-47fa-9ba3-cd9fde10130a ; urn:NBN:nl:ui:24-uuid:28b07d9b-c704-47fa-9ba3-cd9fde10130a ; urn:NBN:nl:ui:24-uuid:28b07d9b-c704-47fa-9ba3-cd9fde10130a ; http://resolver.tudelft.nl/uuid:28b07d9b-c704-47fa-9ba3-cd9fde10130a.

Council of Science Editors:

Lukovic M. Influence of interface and strain hardening cementitious composite (SHCC) properties on the performance of concrete repairs. [Doctoral Dissertation]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:28b07d9b-c704-47fa-9ba3-cd9fde10130a ; urn:NBN:nl:ui:24-uuid:28b07d9b-c704-47fa-9ba3-cd9fde10130a ; urn:NBN:nl:ui:24-uuid:28b07d9b-c704-47fa-9ba3-cd9fde10130a ; http://resolver.tudelft.nl/uuid:28b07d9b-c704-47fa-9ba3-cd9fde10130a

8. Eshghi, Najmeh. Behaviour and Analysis of Strain Hardening Fiber Reinforced Cementitious Composites Under Shear and Flexure.

Degree: MASc - Master of Applied Science, Civil Engineering, 2019, York University

 Significant effort has been vested over the years in quantifying the contribution of concrete to the shear strength of concrete members. By introduction of novel… (more)

Subjects/Keywords: Civil engineering; Concrete; Strain Hardening Fiber Reinforced Cementitious Composites; FRC; PVA; Synthetic fibers; Shear; Shear failure; Bond; Development length; DIC; Four-point bending tests; Push-off tests; Flexure; Multiple cracking; Ductility

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APA (6th Edition):

Eshghi, N. (2019). Behaviour and Analysis of Strain Hardening Fiber Reinforced Cementitious Composites Under Shear and Flexure. (Masters Thesis). York University. Retrieved from http://hdl.handle.net/10315/35898

Chicago Manual of Style (16th Edition):

Eshghi, Najmeh. “Behaviour and Analysis of Strain Hardening Fiber Reinforced Cementitious Composites Under Shear and Flexure.” 2019. Masters Thesis, York University. Accessed July 17, 2019. http://hdl.handle.net/10315/35898.

MLA Handbook (7th Edition):

Eshghi, Najmeh. “Behaviour and Analysis of Strain Hardening Fiber Reinforced Cementitious Composites Under Shear and Flexure.” 2019. Web. 17 Jul 2019.

Vancouver:

Eshghi N. Behaviour and Analysis of Strain Hardening Fiber Reinforced Cementitious Composites Under Shear and Flexure. [Internet] [Masters thesis]. York University; 2019. [cited 2019 Jul 17]. Available from: http://hdl.handle.net/10315/35898.

Council of Science Editors:

Eshghi N. Behaviour and Analysis of Strain Hardening Fiber Reinforced Cementitious Composites Under Shear and Flexure. [Masters Thesis]. York University; 2019. Available from: http://hdl.handle.net/10315/35898


Universitat Politècnica de València

9. López Martínez, Juan Ángel. CHARACTERISATION OF THE TENSILE BEHAVIOUR OF UHPFRC BY MEANS OF FOUR-POINT BENDING TESTS .

Degree: 2017, Universitat Politècnica de València

 Combining the most recent technologies in concrete, Ultra-High-Performance Fibre-Reinforced Concrete (UHPFRC) arises as a promising material for the near future. UHPFRC have shown how flexible… (more)

Subjects/Keywords: ultra-high performance fibre-reinforced concrete (UHPFRC); inverse analysis, simplified inverse analysis; standar test; third-point bending test; four-point bending test; unnotched test; classification; hinge model; uniaxial constitutive tensile behaviour; characterisation; strain-hardening; softening behaviour.

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APA (6th Edition):

López Martínez, J. . (2017). CHARACTERISATION OF THE TENSILE BEHAVIOUR OF UHPFRC BY MEANS OF FOUR-POINT BENDING TESTS . (Doctoral Dissertation). Universitat Politècnica de València. Retrieved from http://hdl.handle.net/10251/79740

Chicago Manual of Style (16th Edition):

López Martínez, Juan Ángel. “CHARACTERISATION OF THE TENSILE BEHAVIOUR OF UHPFRC BY MEANS OF FOUR-POINT BENDING TESTS .” 2017. Doctoral Dissertation, Universitat Politècnica de València. Accessed July 17, 2019. http://hdl.handle.net/10251/79740.

MLA Handbook (7th Edition):

López Martínez, Juan Ángel. “CHARACTERISATION OF THE TENSILE BEHAVIOUR OF UHPFRC BY MEANS OF FOUR-POINT BENDING TESTS .” 2017. Web. 17 Jul 2019.

Vancouver:

López Martínez J. CHARACTERISATION OF THE TENSILE BEHAVIOUR OF UHPFRC BY MEANS OF FOUR-POINT BENDING TESTS . [Internet] [Doctoral dissertation]. Universitat Politècnica de València; 2017. [cited 2019 Jul 17]. Available from: http://hdl.handle.net/10251/79740.

Council of Science Editors:

López Martínez J. CHARACTERISATION OF THE TENSILE BEHAVIOUR OF UHPFRC BY MEANS OF FOUR-POINT BENDING TESTS . [Doctoral Dissertation]. Universitat Politècnica de València; 2017. Available from: http://hdl.handle.net/10251/79740


University of Michigan

10. Soltan, Daniel. Novel Greening, Processing Route, and Bio-Inspired Hierarchical Structuring of Engineered Cementitious Composites for Sustainable Infrastructure.

Degree: PhD, Macromolecular Science & Engineering, 2017, University of Michigan

Strain-hardening cementitious composites (SHCCs) are a family of cementitious materials that preserve the advantages of concrete as a construction material, while eliminating many of concrete’s… (more)

Subjects/Keywords: nacre-inspired composite; building-scale 3D printing; additive manufacturing; natural fiber reinforced concrete; curaua fiber; strain-hardening cementitious composites; Civil and Environmental Engineering; Engineering (General); Materials Science and Engineering; Science (General); Engineering; Science

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APA (6th Edition):

Soltan, D. (2017). Novel Greening, Processing Route, and Bio-Inspired Hierarchical Structuring of Engineered Cementitious Composites for Sustainable Infrastructure. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/140848

Chicago Manual of Style (16th Edition):

Soltan, Daniel. “Novel Greening, Processing Route, and Bio-Inspired Hierarchical Structuring of Engineered Cementitious Composites for Sustainable Infrastructure.” 2017. Doctoral Dissertation, University of Michigan. Accessed July 17, 2019. http://hdl.handle.net/2027.42/140848.

MLA Handbook (7th Edition):

Soltan, Daniel. “Novel Greening, Processing Route, and Bio-Inspired Hierarchical Structuring of Engineered Cementitious Composites for Sustainable Infrastructure.” 2017. Web. 17 Jul 2019.

Vancouver:

Soltan D. Novel Greening, Processing Route, and Bio-Inspired Hierarchical Structuring of Engineered Cementitious Composites for Sustainable Infrastructure. [Internet] [Doctoral dissertation]. University of Michigan; 2017. [cited 2019 Jul 17]. Available from: http://hdl.handle.net/2027.42/140848.

Council of Science Editors:

Soltan D. Novel Greening, Processing Route, and Bio-Inspired Hierarchical Structuring of Engineered Cementitious Composites for Sustainable Infrastructure. [Doctoral Dissertation]. University of Michigan; 2017. Available from: http://hdl.handle.net/2027.42/140848

11. Aswani, Karan. Design procedures for Strain Hardening Cement Composites (SHCC) and measurement of their shear properties by mechanical and 2-D Digital Image Correlation (DIC) method.

Degree: MS, Civil and Environmental Engineering, 2014, Arizona State University

 The main objective of this study is to investigate the behaviour and applications of strain hardening cement composites (SHCC). Application of SHCC for use in… (more)

Subjects/Keywords: Civil engineering; Engineering; Materials Science; Digital image correlation; Fiber reinforced concrete; Strain hardening; Structural; Textile reinforced concrete; yield line

strain hardening cement composites (SHCC) such as textile reinforced concrete have… …Textile Reinforced Concrete as a Strain Hardening Cement Composite Reinforcement is commonly… …50 2.19 Strain hardening-softening tension model with the parameters used for fitting the… …category of strain hardening or strain softening cement composites [ 2 ]. Therefore… …hardening cement composites for improving durability and ductility. 1 1.1.1 Strain Hardening… 

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APA (6th Edition):

Aswani, K. (2014). Design procedures for Strain Hardening Cement Composites (SHCC) and measurement of their shear properties by mechanical and 2-D Digital Image Correlation (DIC) method. (Masters Thesis). Arizona State University. Retrieved from http://repository.asu.edu/items/24963

Chicago Manual of Style (16th Edition):

Aswani, Karan. “Design procedures for Strain Hardening Cement Composites (SHCC) and measurement of their shear properties by mechanical and 2-D Digital Image Correlation (DIC) method.” 2014. Masters Thesis, Arizona State University. Accessed July 17, 2019. http://repository.asu.edu/items/24963.

MLA Handbook (7th Edition):

Aswani, Karan. “Design procedures for Strain Hardening Cement Composites (SHCC) and measurement of their shear properties by mechanical and 2-D Digital Image Correlation (DIC) method.” 2014. Web. 17 Jul 2019.

Vancouver:

Aswani K. Design procedures for Strain Hardening Cement Composites (SHCC) and measurement of their shear properties by mechanical and 2-D Digital Image Correlation (DIC) method. [Internet] [Masters thesis]. Arizona State University; 2014. [cited 2019 Jul 17]. Available from: http://repository.asu.edu/items/24963.

Council of Science Editors:

Aswani K. Design procedures for Strain Hardening Cement Composites (SHCC) and measurement of their shear properties by mechanical and 2-D Digital Image Correlation (DIC) method. [Masters Thesis]. Arizona State University; 2014. Available from: http://repository.asu.edu/items/24963


University of Michigan

12. Kim, Dong Joo. Strain Rate Effect on High Performance Fiber Reinforced Cementitious Composites Using Slip Hardening High Strength Steel Fibers.

Degree: PhD, Civil Engineering, 2009, University of Michigan

 The objective of this research is to develop an understanding of the high strain rate response of High Performance Fiber Reinforced Cementitious Composites (HPFRCC). The… (more)

Subjects/Keywords: High Performance Fiber Reinforced Cementitious Composites; Strain Rate Effect; Seismic, Impact and Blast Loading Conditions; Strain Energy Impact Test System; Source of Dynamic Strength Enhancement of Concrete or Mortar; Slip Hardening and Strain Hardening; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Kim, D. J. (2009). Strain Rate Effect on High Performance Fiber Reinforced Cementitious Composites Using Slip Hardening High Strength Steel Fibers. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/62226

Chicago Manual of Style (16th Edition):

Kim, Dong Joo. “Strain Rate Effect on High Performance Fiber Reinforced Cementitious Composites Using Slip Hardening High Strength Steel Fibers.” 2009. Doctoral Dissertation, University of Michigan. Accessed July 17, 2019. http://hdl.handle.net/2027.42/62226.

MLA Handbook (7th Edition):

Kim, Dong Joo. “Strain Rate Effect on High Performance Fiber Reinforced Cementitious Composites Using Slip Hardening High Strength Steel Fibers.” 2009. Web. 17 Jul 2019.

Vancouver:

Kim DJ. Strain Rate Effect on High Performance Fiber Reinforced Cementitious Composites Using Slip Hardening High Strength Steel Fibers. [Internet] [Doctoral dissertation]. University of Michigan; 2009. [cited 2019 Jul 17]. Available from: http://hdl.handle.net/2027.42/62226.

Council of Science Editors:

Kim DJ. Strain Rate Effect on High Performance Fiber Reinforced Cementitious Composites Using Slip Hardening High Strength Steel Fibers. [Doctoral Dissertation]. University of Michigan; 2009. Available from: http://hdl.handle.net/2027.42/62226


Brno University of Technology

13. Drbušková, Magdaléna. Numerická analýza smršťování vybraných silikátových kompozitů .

Degree: 2014, Brno University of Technology

 Práce je rozdělena na dvě hlavní části. V první, teoretické části je popsána problematika smršťování včetně porovnání české normy a Model Code 2010, Vol. 1.… (more)

Subjects/Keywords: beton; objemové změny; smršťování; numerická simulace; software SpatiDist; software FyDiK 2D; software ShrCeC; parametrická studie; délkové přetvoření; poměrné posunutí; rané stádium tuhnutí a tvrdnutí; aproximace; concrete; volume changes; shrinkage; numerical simulations; software SpatiDist; software FyDiK 2D; software ShrCeC; parametric study; longitudinal strain relative displacement; early stages of solidification and hardening; approximation

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

APA (6th Edition):

Drbušková, M. (2014). Numerická analýza smršťování vybraných silikátových kompozitů . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/30496

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):

Drbušková, Magdaléna. “Numerická analýza smršťování vybraných silikátových kompozitů .” 2014. Thesis, Brno University of Technology. Accessed July 17, 2019. http://hdl.handle.net/11012/30496.

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

MLA Handbook (7th Edition):

Drbušková, Magdaléna. “Numerická analýza smršťování vybraných silikátových kompozitů .” 2014. Web. 17 Jul 2019.

Vancouver:

Drbušková M. Numerická analýza smršťování vybraných silikátových kompozitů . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2019 Jul 17]. Available from: http://hdl.handle.net/11012/30496.

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

Council of Science Editors:

Drbušková M. Numerická analýza smršťování vybraných silikátových kompozitů . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/30496

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

.