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You searched for subject:(Steel fiber reinforced concrete). Showing records 1 – 30 of 18059 total matches.

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Kansas State University

1. Alharmoosh-Alqenai, Yousif M. Evaluating the properties and functionality of steel fiber reinforced concrete.

Degree: MS, Department of Civil Engineering, 2018, Kansas State University

 This report is contingent upon research and literature reviews, targeting steel fiber reinforced concrete (SFRC). It will explore all aspects involved, detailing both properties and… (more)

Subjects/Keywords: Steel fiber reinforced concrete

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APA (6th Edition):

Alharmoosh-Alqenai, Y. M. (2018). Evaluating the properties and functionality of steel fiber reinforced concrete. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/38901

Chicago Manual of Style (16th Edition):

Alharmoosh-Alqenai, Yousif M. “Evaluating the properties and functionality of steel fiber reinforced concrete.” 2018. Masters Thesis, Kansas State University. Accessed July 18, 2019. http://hdl.handle.net/2097/38901.

MLA Handbook (7th Edition):

Alharmoosh-Alqenai, Yousif M. “Evaluating the properties and functionality of steel fiber reinforced concrete.” 2018. Web. 18 Jul 2019.

Vancouver:

Alharmoosh-Alqenai YM. Evaluating the properties and functionality of steel fiber reinforced concrete. [Internet] [Masters thesis]. Kansas State University; 2018. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/2097/38901.

Council of Science Editors:

Alharmoosh-Alqenai YM. Evaluating the properties and functionality of steel fiber reinforced concrete. [Masters Thesis]. Kansas State University; 2018. Available from: http://hdl.handle.net/2097/38901


Mississippi State University

2. Scott, Dylan Andrew. Introducing new energy dissipation mechanisms for steel fiber reinforcement in ultra-high performance concrete.

Degree: MS, Mechanical Engineering, 2017, Mississippi State University

 By adding annealed plain carbon steel fibers and stainless steel fibers into Ultra-High Performance Concrete (UHPC), we have increased UHPCs toughness through optimized thermal processing… (more)

Subjects/Keywords: UHPC; steel fiber reinforcement; fiber reinforced concrete

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APA (6th Edition):

Scott, D. A. (2017). Introducing new energy dissipation mechanisms for steel fiber reinforcement in ultra-high performance concrete. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-10262017-160054/ ;

Chicago Manual of Style (16th Edition):

Scott, Dylan Andrew. “Introducing new energy dissipation mechanisms for steel fiber reinforcement in ultra-high performance concrete.” 2017. Masters Thesis, Mississippi State University. Accessed July 18, 2019. http://sun.library.msstate.edu/ETD-db/theses/available/etd-10262017-160054/ ;.

MLA Handbook (7th Edition):

Scott, Dylan Andrew. “Introducing new energy dissipation mechanisms for steel fiber reinforcement in ultra-high performance concrete.” 2017. Web. 18 Jul 2019.

Vancouver:

Scott DA. Introducing new energy dissipation mechanisms for steel fiber reinforcement in ultra-high performance concrete. [Internet] [Masters thesis]. Mississippi State University; 2017. [cited 2019 Jul 18]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-10262017-160054/ ;.

Council of Science Editors:

Scott DA. Introducing new energy dissipation mechanisms for steel fiber reinforcement in ultra-high performance concrete. [Masters Thesis]. Mississippi State University; 2017. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-10262017-160054/ ;


Anna University

3. Ramadoss P. Studies on high performance Steel fiber reinforced concrete Under static and impact loads;.

Degree: Studies on high performance Steel fiber reinforced concrete Under static and impact loads, 2014, Anna University

Experience gained from the use of conventional concrete led to the newlinedevelopment of new materials The combined use of silica fume as newlinesupplementary cementing material… (more)

Subjects/Keywords: High performance steel fiber reinforced concrete; Silica fume crimped steel fibers; Steel fiber reinforced concrete

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APA (6th Edition):

P, R. (2014). Studies on high performance Steel fiber reinforced concrete Under static and impact loads;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/31379

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):

P, Ramadoss. “Studies on high performance Steel fiber reinforced concrete Under static and impact loads;.” 2014. Thesis, Anna University. Accessed July 18, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/31379.

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

MLA Handbook (7th Edition):

P, Ramadoss. “Studies on high performance Steel fiber reinforced concrete Under static and impact loads;.” 2014. Web. 18 Jul 2019.

Vancouver:

P R. Studies on high performance Steel fiber reinforced concrete Under static and impact loads;. [Internet] [Thesis]. Anna University; 2014. [cited 2019 Jul 18]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/31379.

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

Council of Science Editors:

P R. Studies on high performance Steel fiber reinforced concrete Under static and impact loads;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/31379

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


Anna University

4. Senthil selvan S. Behaviour of sfrc in filled light Gauge steel box columns and beams;.

Degree: Behaviour of sfrc in filled light Gauge steel box columns and beams, 2014, Anna University

The main objective of the study is to investigate the behaviour of newlineHollow Plain Cement Concrete PCC and Steel Fiber Reinforced Concrete newline SFRC in… (more)

Subjects/Keywords: Plain Cement Concrete; Steel Fiber Reinforced Concrete; steel sheets continuously

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APA (6th Edition):

S, S. s. (2014). Behaviour of sfrc in filled light Gauge steel box columns and beams;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/28249

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):

S, Senthil selvan. “Behaviour of sfrc in filled light Gauge steel box columns and beams;.” 2014. Thesis, Anna University. Accessed July 18, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/28249.

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

MLA Handbook (7th Edition):

S, Senthil selvan. “Behaviour of sfrc in filled light Gauge steel box columns and beams;.” 2014. Web. 18 Jul 2019.

Vancouver:

S Ss. Behaviour of sfrc in filled light Gauge steel box columns and beams;. [Internet] [Thesis]. Anna University; 2014. [cited 2019 Jul 18]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/28249.

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

Council of Science Editors:

S Ss. Behaviour of sfrc in filled light Gauge steel box columns and beams;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/28249

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


Stellenbosch University

5. Zeranka, Stephan. Steel fibre-reinforced concrete: multi-scale characterisation towards numerical modelling.

Degree: PhD, Civil Engineering, 2017, Stellenbosch University

 ENGLISH ABSTRACT: In recent years, Steel Fibre-Reinforced Concrete (SFRC) applications have increased in quantity and variety, due to its potential to partially or totally replace… (more)

Subjects/Keywords: Fiber-reinforced concrete; Materials  – Analysis; UCTD; Steel construction; Finite element analysis

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APA (6th Edition):

Zeranka, S. (2017). Steel fibre-reinforced concrete: multi-scale characterisation towards numerical modelling. (Doctoral Dissertation). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/102734

Chicago Manual of Style (16th Edition):

Zeranka, Stephan. “Steel fibre-reinforced concrete: multi-scale characterisation towards numerical modelling.” 2017. Doctoral Dissertation, Stellenbosch University. Accessed July 18, 2019. http://hdl.handle.net/10019.1/102734.

MLA Handbook (7th Edition):

Zeranka, Stephan. “Steel fibre-reinforced concrete: multi-scale characterisation towards numerical modelling.” 2017. Web. 18 Jul 2019.

Vancouver:

Zeranka S. Steel fibre-reinforced concrete: multi-scale characterisation towards numerical modelling. [Internet] [Doctoral dissertation]. Stellenbosch University; 2017. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/10019.1/102734.

Council of Science Editors:

Zeranka S. Steel fibre-reinforced concrete: multi-scale characterisation towards numerical modelling. [Doctoral Dissertation]. Stellenbosch University; 2017. Available from: http://hdl.handle.net/10019.1/102734


Vilnius Gediminas Technical University

6. Norvaišas, Arūnas. Gelžbetoninių sijų, armuotų plieninėmis fibromis, įstrižojo pjūvio stiprumo skaičiavimo modelių analizė.

Degree: Master, Civil Enginering, 2012, Vilnius Gediminas Technical University

Baigiamajame magistro darbe nagrinėjamos gelžbetoninės sijos, armuotos plieninėmis fibromis, jų įstrižojo pjūvio stiprumo skaičiavimo principai. Analizuojami penki skaičiavimo modeliai. Modeliams patikrinti atliekami eksperimentiniai tyrimai. Taip… (more)

Subjects/Keywords: Įstrižojo pjūvio stiprumas; Fibrobetonis; Gelžbetonis; Pleišėjimas; Plieninės fibros; Shear strenght; Reinforced concrete; Fiber reinforced concrete; Cracking; Steel fiber

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APA (6th Edition):

Norvaišas, Arūnas. (2012). Gelžbetoninių sijų, armuotų plieninėmis fibromis, įstrižojo pjūvio stiprumo skaičiavimo modelių analizė. (Masters Thesis). Vilnius Gediminas Technical University. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2012~D_20120801_121441-57026 ;

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

Chicago Manual of Style (16th Edition):

Norvaišas, Arūnas. “Gelžbetoninių sijų, armuotų plieninėmis fibromis, įstrižojo pjūvio stiprumo skaičiavimo modelių analizė.” 2012. Masters Thesis, Vilnius Gediminas Technical University. Accessed July 18, 2019. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2012~D_20120801_121441-57026 ;.

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

MLA Handbook (7th Edition):

Norvaišas, Arūnas. “Gelžbetoninių sijų, armuotų plieninėmis fibromis, įstrižojo pjūvio stiprumo skaičiavimo modelių analizė.” 2012. Web. 18 Jul 2019.

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

Vancouver:

Norvaišas, Arūnas. Gelžbetoninių sijų, armuotų plieninėmis fibromis, įstrižojo pjūvio stiprumo skaičiavimo modelių analizė. [Internet] [Masters thesis]. Vilnius Gediminas Technical University; 2012. [cited 2019 Jul 18]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2012~D_20120801_121441-57026 ;.

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

Council of Science Editors:

Norvaišas, Arūnas. Gelžbetoninių sijų, armuotų plieninėmis fibromis, įstrižojo pjūvio stiprumo skaičiavimo modelių analizė. [Masters Thesis]. Vilnius Gediminas Technical University; 2012. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2012~D_20120801_121441-57026 ;

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


Michigan State University

7. Reklaoui, Abdeslam. Structural applications of steel fiber reinforced concrete analysis and design.

Degree: MS, Department of Civil Engineering, 1988, Michigan State University

Subjects/Keywords: Fiber-reinforced concrete; Fiber-reinforced concrete – Evaluation; Steel

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APA (6th Edition):

Reklaoui, A. (1988). Structural applications of steel fiber reinforced concrete analysis and design. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:21456

Chicago Manual of Style (16th Edition):

Reklaoui, Abdeslam. “Structural applications of steel fiber reinforced concrete analysis and design.” 1988. Masters Thesis, Michigan State University. Accessed July 18, 2019. http://etd.lib.msu.edu/islandora/object/etd:21456.

MLA Handbook (7th Edition):

Reklaoui, Abdeslam. “Structural applications of steel fiber reinforced concrete analysis and design.” 1988. Web. 18 Jul 2019.

Vancouver:

Reklaoui A. Structural applications of steel fiber reinforced concrete analysis and design. [Internet] [Masters thesis]. Michigan State University; 1988. [cited 2019 Jul 18]. Available from: http://etd.lib.msu.edu/islandora/object/etd:21456.

Council of Science Editors:

Reklaoui A. Structural applications of steel fiber reinforced concrete analysis and design. [Masters Thesis]. Michigan State University; 1988. Available from: http://etd.lib.msu.edu/islandora/object/etd:21456


Penn State University

8. Tavallali, Hooman. CYCLIC RESPONSE OF CONCRETE BEAMS.

Degree: PhD, Architectural Engineering, 2011, Penn State University

 Seismic applications of concrete members flexurally reinforced with ultrahigh strength steel bars (yield strength greater than 80 ksi) have been limited by U.S. building codes… (more)

Subjects/Keywords: Concrete; Structures; Ultrahigh Strength Steel; Cyclic Response; Fiber Reinforced Concrete; Deformation Capacity

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APA (6th Edition):

Tavallali, H. (2011). CYCLIC RESPONSE OF CONCRETE BEAMS. (Doctoral Dissertation). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/11740

Chicago Manual of Style (16th Edition):

Tavallali, Hooman. “CYCLIC RESPONSE OF CONCRETE BEAMS.” 2011. Doctoral Dissertation, Penn State University. Accessed July 18, 2019. https://etda.libraries.psu.edu/catalog/11740.

MLA Handbook (7th Edition):

Tavallali, Hooman. “CYCLIC RESPONSE OF CONCRETE BEAMS.” 2011. Web. 18 Jul 2019.

Vancouver:

Tavallali H. CYCLIC RESPONSE OF CONCRETE BEAMS. [Internet] [Doctoral dissertation]. Penn State University; 2011. [cited 2019 Jul 18]. Available from: https://etda.libraries.psu.edu/catalog/11740.

Council of Science Editors:

Tavallali H. CYCLIC RESPONSE OF CONCRETE BEAMS. [Doctoral Dissertation]. Penn State University; 2011. Available from: https://etda.libraries.psu.edu/catalog/11740


Hong Kong University of Science and Technology

9. Das, Avik Kumar CIVL. Experimental study of cracking process in steel fiber reinforced concrete beam members.

Degree: 2017, Hong Kong University of Science and Technology

Steel Fibre Reinforced Concrete (SFRC) has been a commonly used fibrous composite since the 1960s. The failure mechanism of SFRC is yet to be fully… (more)

Subjects/Keywords: Fiber-reinforced concrete; Cracking; Concrete beams; Steel, Structural; Acoustic emission testing; Failure analysis (Engineering)

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APA (6th Edition):

Das, A. K. C. (2017). Experimental study of cracking process in steel fiber reinforced concrete beam members. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-991012551768303412 ; http://repository.ust.hk/ir/bitstream/1783.1-91114/1/th_redirect.html

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):

Das, Avik Kumar CIVL. “Experimental study of cracking process in steel fiber reinforced concrete beam members.” 2017. Thesis, Hong Kong University of Science and Technology. Accessed July 18, 2019. https://doi.org/10.14711/thesis-991012551768303412 ; http://repository.ust.hk/ir/bitstream/1783.1-91114/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Das, Avik Kumar CIVL. “Experimental study of cracking process in steel fiber reinforced concrete beam members.” 2017. Web. 18 Jul 2019.

Vancouver:

Das AKC. Experimental study of cracking process in steel fiber reinforced concrete beam members. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2017. [cited 2019 Jul 18]. Available from: https://doi.org/10.14711/thesis-991012551768303412 ; http://repository.ust.hk/ir/bitstream/1783.1-91114/1/th_redirect.html.

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

Council of Science Editors:

Das AKC. Experimental study of cracking process in steel fiber reinforced concrete beam members. [Thesis]. Hong Kong University of Science and Technology; 2017. Available from: https://doi.org/10.14711/thesis-991012551768303412 ; http://repository.ust.hk/ir/bitstream/1783.1-91114/1/th_redirect.html

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


University of Texas – Austin

10. Seo, Sang Yeon. Use of non-steel fiber reinforcement in concrete tunnel lining.

Degree: Civil, Architectural, and Environmental Engineering, 2010, University of Texas – Austin

Fiber reinforcement is being widely used in concrete tunnel linings these days. Using fiber reinforcement can save not only cost, but also labor and time… (more)

Subjects/Keywords: Fiber reinforcement; Tunnel; Lining; Concrete; Fiber reinforced concrete; FRC; Steel fiber; Synthetic fiber; Macro synthetic fiber; Glass fiber; Hybrid fiber; Crack; Flexural strength; Shear strength; Compressive strength

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APA (6th Edition):

Seo, S. Y. (2010). Use of non-steel fiber reinforcement in concrete tunnel lining. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2010-08-1816

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):

Seo, Sang Yeon. “Use of non-steel fiber reinforcement in concrete tunnel lining.” 2010. Thesis, University of Texas – Austin. Accessed July 18, 2019. http://hdl.handle.net/2152/ETD-UT-2010-08-1816.

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

MLA Handbook (7th Edition):

Seo, Sang Yeon. “Use of non-steel fiber reinforcement in concrete tunnel lining.” 2010. Web. 18 Jul 2019.

Vancouver:

Seo SY. Use of non-steel fiber reinforcement in concrete tunnel lining. [Internet] [Thesis]. University of Texas – Austin; 2010. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/2152/ETD-UT-2010-08-1816.

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

Council of Science Editors:

Seo SY. Use of non-steel fiber reinforcement in concrete tunnel lining. [Thesis]. University of Texas – Austin; 2010. Available from: http://hdl.handle.net/2152/ETD-UT-2010-08-1816

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


Michigan State University

11. Lee, Cha-Don. Constitutive modeling and flexural analysis of steel fiber reinforced concrete for structural applications.

Degree: PhD, Department of Civil and Environmental Engineering, 1990, Michigan State University

Subjects/Keywords: Fiber-reinforced concrete – Testing; Fiber-reinforced concrete; Reinforced concrete; Steel

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APA (6th Edition):

Lee, C. (1990). Constitutive modeling and flexural analysis of steel fiber reinforced concrete for structural applications. (Doctoral Dissertation). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:20473

Chicago Manual of Style (16th Edition):

Lee, Cha-Don. “Constitutive modeling and flexural analysis of steel fiber reinforced concrete for structural applications.” 1990. Doctoral Dissertation, Michigan State University. Accessed July 18, 2019. http://etd.lib.msu.edu/islandora/object/etd:20473.

MLA Handbook (7th Edition):

Lee, Cha-Don. “Constitutive modeling and flexural analysis of steel fiber reinforced concrete for structural applications.” 1990. Web. 18 Jul 2019.

Vancouver:

Lee C. Constitutive modeling and flexural analysis of steel fiber reinforced concrete for structural applications. [Internet] [Doctoral dissertation]. Michigan State University; 1990. [cited 2019 Jul 18]. Available from: http://etd.lib.msu.edu/islandora/object/etd:20473.

Council of Science Editors:

Lee C. Constitutive modeling and flexural analysis of steel fiber reinforced concrete for structural applications. [Doctoral Dissertation]. Michigan State University; 1990. Available from: http://etd.lib.msu.edu/islandora/object/etd:20473


University of Alberta

12. Talboys, Laura N. SFRC Slabs Longitudinally Reinforced with High Strength Steel.

Degree: MS, Department of Civil and Environmental Engineering, 2012, University of Alberta

 Combining steel fiber reinforced concrete (SFRC) and high strength longitudinal reinforcement in a structural member creates the potential for increased strength and durability compared to… (more)

Subjects/Keywords: shear; ASTM A1035 Grade 690 steel; deflections; size effects in shear; crack growth; high strength steel reinforcement; steel fiber reinforced concrete

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APA (6th Edition):

Talboys, L. N. (2012). SFRC Slabs Longitudinally Reinforced with High Strength Steel. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/4f16c3926

Chicago Manual of Style (16th Edition):

Talboys, Laura N. “SFRC Slabs Longitudinally Reinforced with High Strength Steel.” 2012. Masters Thesis, University of Alberta. Accessed July 18, 2019. https://era.library.ualberta.ca/files/4f16c3926.

MLA Handbook (7th Edition):

Talboys, Laura N. “SFRC Slabs Longitudinally Reinforced with High Strength Steel.” 2012. Web. 18 Jul 2019.

Vancouver:

Talboys LN. SFRC Slabs Longitudinally Reinforced with High Strength Steel. [Internet] [Masters thesis]. University of Alberta; 2012. [cited 2019 Jul 18]. Available from: https://era.library.ualberta.ca/files/4f16c3926.

Council of Science Editors:

Talboys LN. SFRC Slabs Longitudinally Reinforced with High Strength Steel. [Masters Thesis]. University of Alberta; 2012. Available from: https://era.library.ualberta.ca/files/4f16c3926


University of Hong Kong

13. Hu, Shenghua. FRP-strengthened RC slabs anchored with FRP anchors.

Degree: M. Phil., 2011, University of Hong Kong

Existing reinforced concrete (RC) structure can be strengthened upon the addition of externally bonded high-strength light-weight fibre-reinforced polymer (FRP) composites. An abundance of research over… (more)

Subjects/Keywords: Concrete slabs.; Fiber-reinforced plastics.

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APA (6th Edition):

Hu, S. (2011). FRP-strengthened RC slabs anchored with FRP anchors. (Masters Thesis). University of Hong Kong. Retrieved from Hu, S. [胡盛华]. (2011). FRP-strengthened RC slabs anchored with FRP anchors. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4784980 ; http://dx.doi.org/10.5353/th_b4784980 ; http://hdl.handle.net/10722/174538

Chicago Manual of Style (16th Edition):

Hu, Shenghua. “FRP-strengthened RC slabs anchored with FRP anchors.” 2011. Masters Thesis, University of Hong Kong. Accessed July 18, 2019. Hu, S. [胡盛华]. (2011). FRP-strengthened RC slabs anchored with FRP anchors. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4784980 ; http://dx.doi.org/10.5353/th_b4784980 ; http://hdl.handle.net/10722/174538.

MLA Handbook (7th Edition):

Hu, Shenghua. “FRP-strengthened RC slabs anchored with FRP anchors.” 2011. Web. 18 Jul 2019.

Vancouver:

Hu S. FRP-strengthened RC slabs anchored with FRP anchors. [Internet] [Masters thesis]. University of Hong Kong; 2011. [cited 2019 Jul 18]. Available from: Hu, S. [胡盛华]. (2011). FRP-strengthened RC slabs anchored with FRP anchors. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4784980 ; http://dx.doi.org/10.5353/th_b4784980 ; http://hdl.handle.net/10722/174538.

Council of Science Editors:

Hu S. FRP-strengthened RC slabs anchored with FRP anchors. [Masters Thesis]. University of Hong Kong; 2011. Available from: Hu, S. [胡盛华]. (2011). FRP-strengthened RC slabs anchored with FRP anchors. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4784980 ; http://dx.doi.org/10.5353/th_b4784980 ; http://hdl.handle.net/10722/174538


Stellenbosch University

14. Mbewe, Peter Binali Kamowa. Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars.

Degree: MScEng, Civil Engineering, 2011, Stellenbosch University

ENGLISH ABSTRACT: There is an increasing demand for the development and use of innovative materials with reduced cost of construction while offering improved structural properties.… (more)

Subjects/Keywords: Civil engineering; Fiber-reinforced concrete

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

APA (6th Edition):

Mbewe, P. B. K. (2011). Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/18088

Chicago Manual of Style (16th Edition):

Mbewe, Peter Binali Kamowa. “Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars.” 2011. Masters Thesis, Stellenbosch University. Accessed July 18, 2019. http://hdl.handle.net/10019.1/18088.

MLA Handbook (7th Edition):

Mbewe, Peter Binali Kamowa. “Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars.” 2011. Web. 18 Jul 2019.

Vancouver:

Mbewe PBK. Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars. [Internet] [Masters thesis]. Stellenbosch University; 2011. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/10019.1/18088.

Council of Science Editors:

Mbewe PBK. Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars. [Masters Thesis]. Stellenbosch University; 2011. Available from: http://hdl.handle.net/10019.1/18088


Stellenbosch University

15. Combrinck, Riaan. Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete.

Degree: Civil Engineering, 2011, Stellenbosch University

Thesis (MScEng (Civil Engineering)) – University of Stellenbosch, 2011.

ENGLISH ABSTRACT: Plastic shrinkage cracking (PSC) is the cracking caused by the early age shrinkage of concrete(more)

Subjects/Keywords: Civil engineering; Fiber-reinforced concrete

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APA (6th Edition):

Combrinck, R. (2011). Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/6572

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):

Combrinck, Riaan. “Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete.” 2011. Thesis, Stellenbosch University. Accessed July 18, 2019. http://hdl.handle.net/10019.1/6572.

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

MLA Handbook (7th Edition):

Combrinck, Riaan. “Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete.” 2011. Web. 18 Jul 2019.

Vancouver:

Combrinck R. Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete. [Internet] [Thesis]. Stellenbosch University; 2011. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/10019.1/6572.

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

Council of Science Editors:

Combrinck R. Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete. [Thesis]. Stellenbosch University; 2011. Available from: http://hdl.handle.net/10019.1/6572

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


University of Houston

16. Kaya, Ali. AN EXPERIMENTAL STUDY ON REPAIR OF STEEL BRIDGE PILES USING GFRP CONCRETE-FILLED JACKET.

Degree: Civil and Environmental Engineering, Department of, 2014, University of Houston

 Many bridges and structures in the United States that are supported on steel piles exhibit inadequate strength due to increasing load demand and aging due… (more)

Subjects/Keywords: Confinement; expansive concrete; glass fiber reinforced polymer (GFRP); FRP confined concrete; buckled steel pile and repairing

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

APA (6th Edition):

Kaya, A. (2014). AN EXPERIMENTAL STUDY ON REPAIR OF STEEL BRIDGE PILES USING GFRP CONCRETE-FILLED JACKET. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/1653

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):

Kaya, Ali. “AN EXPERIMENTAL STUDY ON REPAIR OF STEEL BRIDGE PILES USING GFRP CONCRETE-FILLED JACKET.” 2014. Thesis, University of Houston. Accessed July 18, 2019. http://hdl.handle.net/10657/1653.

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

MLA Handbook (7th Edition):

Kaya, Ali. “AN EXPERIMENTAL STUDY ON REPAIR OF STEEL BRIDGE PILES USING GFRP CONCRETE-FILLED JACKET.” 2014. Web. 18 Jul 2019.

Vancouver:

Kaya A. AN EXPERIMENTAL STUDY ON REPAIR OF STEEL BRIDGE PILES USING GFRP CONCRETE-FILLED JACKET. [Internet] [Thesis]. University of Houston; 2014. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/10657/1653.

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

Council of Science Editors:

Kaya A. AN EXPERIMENTAL STUDY ON REPAIR OF STEEL BRIDGE PILES USING GFRP CONCRETE-FILLED JACKET. [Thesis]. University of Houston; 2014. Available from: http://hdl.handle.net/10657/1653

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


Ryerson University

17. Wahba, Kirllos. Mechanical And Structural Properties Of Ultra High Performance Fiber Reinforced Concrete.

Degree: 2012, Ryerson University

 Ultra High Performance Fiber Reinforced Concrete (UHPFRC) is beginning to revolutionize the construction industry. The research presented discusses an experimental pro gram designed toinvestigate the… (more)

Subjects/Keywords: Fiber-reinforced concrete  – Testing; Fiber-reinforced concrete  – Mechanical properties

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

APA (6th Edition):

Wahba, K. (2012). Mechanical And Structural Properties Of Ultra High Performance Fiber Reinforced Concrete. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2072

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):

Wahba, Kirllos. “Mechanical And Structural Properties Of Ultra High Performance Fiber Reinforced Concrete.” 2012. Thesis, Ryerson University. Accessed July 18, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A2072.

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

MLA Handbook (7th Edition):

Wahba, Kirllos. “Mechanical And Structural Properties Of Ultra High Performance Fiber Reinforced Concrete.” 2012. Web. 18 Jul 2019.

Vancouver:

Wahba K. Mechanical And Structural Properties Of Ultra High Performance Fiber Reinforced Concrete. [Internet] [Thesis]. Ryerson University; 2012. [cited 2019 Jul 18]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2072.

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

Council of Science Editors:

Wahba K. Mechanical And Structural Properties Of Ultra High Performance Fiber Reinforced Concrete. [Thesis]. Ryerson University; 2012. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2072

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


Anna University

18. Sabapathy Y K. Experimental and analytical study on GFRP reinforced concrete deep beams.

Degree: Civil Engineering, 2013, Anna University

Corrosion of steel in reinforced concrete structures is one of the biggest challenges faced by the civil construction industry today. In reinforced concrete structures, corrosion… (more)

Subjects/Keywords: Reinforced concrete; Glass fiber reinforced polymer; Fiber reinforced polymer; Civil Engineering

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

APA (6th Edition):

K, S. Y. (2013). Experimental and analytical study on GFRP reinforced concrete deep beams. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/10080

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):

K, Sabapathy Y. “Experimental and analytical study on GFRP reinforced concrete deep beams.” 2013. Thesis, Anna University. Accessed July 18, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/10080.

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

MLA Handbook (7th Edition):

K, Sabapathy Y. “Experimental and analytical study on GFRP reinforced concrete deep beams.” 2013. Web. 18 Jul 2019.

Vancouver:

K SY. Experimental and analytical study on GFRP reinforced concrete deep beams. [Internet] [Thesis]. Anna University; 2013. [cited 2019 Jul 18]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/10080.

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

Council of Science Editors:

K SY. Experimental and analytical study on GFRP reinforced concrete deep beams. [Thesis]. Anna University; 2013. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/10080

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


Penn State University

19. Coughlin, Andrew M. Contact Charge Blast Performance of Fiber Reinforced and Polyurea Coated Concrete Vehicle Barriers.

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

 Among the measures used to protect personnel from terrorist attacks are massive concrete vehicle barriers which form a perimeter around the protected establishment. Typical concrete(more)

Subjects/Keywords: fiber reinforced concrete; barrier; blast; concrete; polyurea

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APA (6th Edition):

Coughlin, A. M. (2008). Contact Charge Blast Performance of Fiber Reinforced and Polyurea Coated Concrete Vehicle Barriers. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/8665

Chicago Manual of Style (16th Edition):

Coughlin, Andrew M. “Contact Charge Blast Performance of Fiber Reinforced and Polyurea Coated Concrete Vehicle Barriers.” 2008. Masters Thesis, Penn State University. Accessed July 18, 2019. https://etda.libraries.psu.edu/catalog/8665.

MLA Handbook (7th Edition):

Coughlin, Andrew M. “Contact Charge Blast Performance of Fiber Reinforced and Polyurea Coated Concrete Vehicle Barriers.” 2008. Web. 18 Jul 2019.

Vancouver:

Coughlin AM. Contact Charge Blast Performance of Fiber Reinforced and Polyurea Coated Concrete Vehicle Barriers. [Internet] [Masters thesis]. Penn State University; 2008. [cited 2019 Jul 18]. Available from: https://etda.libraries.psu.edu/catalog/8665.

Council of Science Editors:

Coughlin AM. Contact Charge Blast Performance of Fiber Reinforced and Polyurea Coated Concrete Vehicle Barriers. [Masters Thesis]. Penn State University; 2008. Available from: https://etda.libraries.psu.edu/catalog/8665


Oregon State University

20. Bañuelos, José. The use of blended synthetic fibers to reduce cracking risk in high performance concrete (HPC).

Degree: MS, Civil Engineering, 2014, Oregon State University

 High Performance Concrete (HPC) is used in our crucial pieces of infrastructure, such as bridge decks, due to its enhanced durability and engineering properties. However,… (more)

Subjects/Keywords: Fiber Reinforced Concrete; High strength concrete  – Cracking

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

APA (6th Edition):

Bañuelos, J. (2014). The use of blended synthetic fibers to reduce cracking risk in high performance concrete (HPC). (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/50158

Chicago Manual of Style (16th Edition):

Bañuelos, José. “The use of blended synthetic fibers to reduce cracking risk in high performance concrete (HPC).” 2014. Masters Thesis, Oregon State University. Accessed July 18, 2019. http://hdl.handle.net/1957/50158.

MLA Handbook (7th Edition):

Bañuelos, José. “The use of blended synthetic fibers to reduce cracking risk in high performance concrete (HPC).” 2014. Web. 18 Jul 2019.

Vancouver:

Bañuelos J. The use of blended synthetic fibers to reduce cracking risk in high performance concrete (HPC). [Internet] [Masters thesis]. Oregon State University; 2014. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/1957/50158.

Council of Science Editors:

Bañuelos J. The use of blended synthetic fibers to reduce cracking risk in high performance concrete (HPC). [Masters Thesis]. Oregon State University; 2014. Available from: http://hdl.handle.net/1957/50158


Florida Atlantic University

21. Parkinson, Jacqueline Cecile. Microbial Induced Degradation in Synthetic Fiber Reinforced Concrete Samples in South Florida.

Degree: MS, 2019, Florida Atlantic University

Synthetic fiber reinforced concrete sample sets were exposed to two different environments. One set, of six samples, was exposed to filtered seawater in the lab… (more)

Subjects/Keywords: Fiber-reinforced concrete; Florida; Concrete – Deterioration; Microbes

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APA (6th Edition):

Parkinson, J. C. (2019). Microbial Induced Degradation in Synthetic Fiber Reinforced Concrete Samples in South Florida. (Masters Thesis). Florida Atlantic University. Retrieved from http://fau.digital.flvc.org/islandora/object/fau:41391

Chicago Manual of Style (16th Edition):

Parkinson, Jacqueline Cecile. “Microbial Induced Degradation in Synthetic Fiber Reinforced Concrete Samples in South Florida.” 2019. Masters Thesis, Florida Atlantic University. Accessed July 18, 2019. http://fau.digital.flvc.org/islandora/object/fau:41391.

MLA Handbook (7th Edition):

Parkinson, Jacqueline Cecile. “Microbial Induced Degradation in Synthetic Fiber Reinforced Concrete Samples in South Florida.” 2019. Web. 18 Jul 2019.

Vancouver:

Parkinson JC. Microbial Induced Degradation in Synthetic Fiber Reinforced Concrete Samples in South Florida. [Internet] [Masters thesis]. Florida Atlantic University; 2019. [cited 2019 Jul 18]. Available from: http://fau.digital.flvc.org/islandora/object/fau:41391.

Council of Science Editors:

Parkinson JC. Microbial Induced Degradation in Synthetic Fiber Reinforced Concrete Samples in South Florida. [Masters Thesis]. Florida Atlantic University; 2019. Available from: http://fau.digital.flvc.org/islandora/object/fau:41391


Hong Kong University of Science and Technology

22. Cao, Chong. Modeling of interaction between corrosion-induced concrete cover crack and steel corrosion rate.

Degree: 2012, Hong Kong University of Science and Technology

 Chloride-induced corrosion of steel reinforcement in concrete may cause severe damage to RC structures. Longitudinal cover cracks may form during the rust expansion process. Currently,… (more)

Subjects/Keywords: Reinforced concrete  – Corrosion; Concrete  – Cracking; Steel  – Corrosion

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

APA (6th Edition):

Cao, C. (2012). Modeling of interaction between corrosion-induced concrete cover crack and steel corrosion rate. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b1198231 ; http://repository.ust.hk/ir/bitstream/1783.1-7748/1/th_redirect.html

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):

Cao, Chong. “Modeling of interaction between corrosion-induced concrete cover crack and steel corrosion rate.” 2012. Thesis, Hong Kong University of Science and Technology. Accessed July 18, 2019. https://doi.org/10.14711/thesis-b1198231 ; http://repository.ust.hk/ir/bitstream/1783.1-7748/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Cao, Chong. “Modeling of interaction between corrosion-induced concrete cover crack and steel corrosion rate.” 2012. Web. 18 Jul 2019.

Vancouver:

Cao C. Modeling of interaction between corrosion-induced concrete cover crack and steel corrosion rate. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2012. [cited 2019 Jul 18]. Available from: https://doi.org/10.14711/thesis-b1198231 ; http://repository.ust.hk/ir/bitstream/1783.1-7748/1/th_redirect.html.

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

Council of Science Editors:

Cao C. Modeling of interaction between corrosion-induced concrete cover crack and steel corrosion rate. [Thesis]. Hong Kong University of Science and Technology; 2012. Available from: https://doi.org/10.14711/thesis-b1198231 ; http://repository.ust.hk/ir/bitstream/1783.1-7748/1/th_redirect.html

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


Indian Institute of Science

23. Thomas, Job. Behavior Of Partially Prestressed Concrete T-Beams Having Steel Fibers Over Partial Or Full Depth - An Experimental And Analytical Study.

Degree: 2005, Indian Institute of Science

Subjects/Keywords: Concrete Beams; Steel - Concrete Beams; Steel Fiber Reinforced Concrete (SFRC); Prestressed Concrete Beams; Test Beams; Fiber Reinforced Concrete; Reinforced Concrete Beams; Prestressed Concrete Beams T-beams; Steel Fibers; Prestressed Beams; Fiber Reinforced Concrete; Structural Concrete; Structural Engineering

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APA (6th Edition):

Thomas, J. (2005). Behavior Of Partially Prestressed Concrete T-Beams Having Steel Fibers Over Partial Or Full Depth - An Experimental And Analytical Study. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/1562

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):

Thomas, Job. “Behavior Of Partially Prestressed Concrete T-Beams Having Steel Fibers Over Partial Or Full Depth - An Experimental And Analytical Study.” 2005. Thesis, Indian Institute of Science. Accessed July 18, 2019. http://hdl.handle.net/2005/1562.

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

MLA Handbook (7th Edition):

Thomas, Job. “Behavior Of Partially Prestressed Concrete T-Beams Having Steel Fibers Over Partial Or Full Depth - An Experimental And Analytical Study.” 2005. Web. 18 Jul 2019.

Vancouver:

Thomas J. Behavior Of Partially Prestressed Concrete T-Beams Having Steel Fibers Over Partial Or Full Depth - An Experimental And Analytical Study. [Internet] [Thesis]. Indian Institute of Science; 2005. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/2005/1562.

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

Council of Science Editors:

Thomas J. Behavior Of Partially Prestressed Concrete T-Beams Having Steel Fibers Over Partial Or Full Depth - An Experimental And Analytical Study. [Thesis]. Indian Institute of Science; 2005. Available from: http://hdl.handle.net/2005/1562

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


Indian Institute of Science

24. Thomas, Job. Behavior Of Partially Prestressed Concrete T-Beams Having Steel Fibers Over Partial Or Full Depth - An Experimental And Analytical Study.

Degree: 2005, Indian Institute of Science

Subjects/Keywords: Concrete Beams; Steel - Concrete Beams; Steel Fiber Reinforced Concrete (SFRC); Prestressed Concrete Beams; Test Beams; Fiber Reinforced Concrete; Reinforced Concrete Beams; Prestressed Concrete Beams T-beams; Steel Fibers; Prestressed Beams; Fiber Reinforced Concrete; Structural Concrete; Structural Engineering

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APA (6th Edition):

Thomas, J. (2005). Behavior Of Partially Prestressed Concrete T-Beams Having Steel Fibers Over Partial Or Full Depth - An Experimental And Analytical Study. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/handle/2005/1562 ; http://etd.ncsi.iisc.ernet.in/abstracts/1995/G19582-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):

Thomas, Job. “Behavior Of Partially Prestressed Concrete T-Beams Having Steel Fibers Over Partial Or Full Depth - An Experimental And Analytical Study.” 2005. Thesis, Indian Institute of Science. Accessed July 18, 2019. http://etd.iisc.ernet.in/handle/2005/1562 ; http://etd.ncsi.iisc.ernet.in/abstracts/1995/G19582-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):

Thomas, Job. “Behavior Of Partially Prestressed Concrete T-Beams Having Steel Fibers Over Partial Or Full Depth - An Experimental And Analytical Study.” 2005. Web. 18 Jul 2019.

Vancouver:

Thomas J. Behavior Of Partially Prestressed Concrete T-Beams Having Steel Fibers Over Partial Or Full Depth - An Experimental And Analytical Study. [Internet] [Thesis]. Indian Institute of Science; 2005. [cited 2019 Jul 18]. Available from: http://etd.iisc.ernet.in/handle/2005/1562 ; http://etd.ncsi.iisc.ernet.in/abstracts/1995/G19582-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:

Thomas J. Behavior Of Partially Prestressed Concrete T-Beams Having Steel Fibers Over Partial Or Full Depth - An Experimental And Analytical Study. [Thesis]. Indian Institute of Science; 2005. Available from: http://etd.iisc.ernet.in/handle/2005/1562 ; http://etd.ncsi.iisc.ernet.in/abstracts/1995/G19582-Abs.pdf

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


Stellenbosch University

25. Pike, Leo Mallett. Model for predicting creep of cracked steel fibre reinforced concrete.

Degree: MEng, Civil Engineering, 2018, Stellenbosch University

ENGLISH ABSTRACT: The investigation of the creep of cracked fibre reinforced concrete has gained momentum over the past few years. However, there is still no… (more)

Subjects/Keywords: Concrete  – Creep; UCTD; Reinforced concrete  – Cracking; Fiber-reinforced concrete  – Cracking; Modelling

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APA (6th Edition):

Pike, L. M. (2018). Model for predicting creep of cracked steel fibre reinforced concrete. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/103488

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):

Pike, Leo Mallett. “Model for predicting creep of cracked steel fibre reinforced concrete.” 2018. Thesis, Stellenbosch University. Accessed July 18, 2019. http://hdl.handle.net/10019.1/103488.

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

MLA Handbook (7th Edition):

Pike, Leo Mallett. “Model for predicting creep of cracked steel fibre reinforced concrete.” 2018. Web. 18 Jul 2019.

Vancouver:

Pike LM. Model for predicting creep of cracked steel fibre reinforced concrete. [Internet] [Thesis]. Stellenbosch University; 2018. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/10019.1/103488.

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

Council of Science Editors:

Pike LM. Model for predicting creep of cracked steel fibre reinforced concrete. [Thesis]. Stellenbosch University; 2018. Available from: http://hdl.handle.net/10019.1/103488

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


RMIT University

26. Zhao, M. Study on effects of flowability on steel fiber distribution patterns and mechanical properties of SFRC.

Degree: 2016, RMIT University

Steel fiber reinforced concrete (SFRC) is a multiple-composite material developed during the early 1970s. In SFRC, short steel fibers are randomly distributed in concrete. Steel(more)

Subjects/Keywords: Fields of Research; steel fiber reinforced concrete (SFRC); orientation of steel fiber; flowability of fresh SFRC; compressive strength; splitting tensile strength; flexural strength; flexural toughness; fracture energy

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APA (6th Edition):

Zhao, M. (2016). Study on effects of flowability on steel fiber distribution patterns and mechanical properties of SFRC. (Thesis). RMIT University. Retrieved from http://researchbank.rmit.edu.au/view/rmit:161759

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):

Zhao, M. “Study on effects of flowability on steel fiber distribution patterns and mechanical properties of SFRC.” 2016. Thesis, RMIT University. Accessed July 18, 2019. http://researchbank.rmit.edu.au/view/rmit:161759.

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

MLA Handbook (7th Edition):

Zhao, M. “Study on effects of flowability on steel fiber distribution patterns and mechanical properties of SFRC.” 2016. Web. 18 Jul 2019.

Vancouver:

Zhao M. Study on effects of flowability on steel fiber distribution patterns and mechanical properties of SFRC. [Internet] [Thesis]. RMIT University; 2016. [cited 2019 Jul 18]. Available from: http://researchbank.rmit.edu.au/view/rmit:161759.

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

Council of Science Editors:

Zhao M. Study on effects of flowability on steel fiber distribution patterns and mechanical properties of SFRC. [Thesis]. RMIT University; 2016. Available from: http://researchbank.rmit.edu.au/view/rmit:161759

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


Georgia Tech

27. Allen, Christine. Role of end peeling in behavior of reinforced concrete beams with externally bonded reinforcement.

Degree: MS, Civil and Environmental Engineering, 2010, Georgia Tech

 Aging bridges in the United States demand effective, efficient, and economical strengthening techniques to meet future traffic requirements. One such technique is to bond steel(more)

Subjects/Keywords: Strengthening; Reinforced concrete; Rehabilitation; Externally bonded reinforcement; Peeling; Structural engineering; Debonding; Delamination; FRP; Fiber reinforced polymer; Steel plate; Concrete beams; Structural failures; Materials Fatigue; Strains and stresses; Structural frames

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APA (6th Edition):

Allen, C. (2010). Role of end peeling in behavior of reinforced concrete beams with externally bonded reinforcement. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/33982

Chicago Manual of Style (16th Edition):

Allen, Christine. “Role of end peeling in behavior of reinforced concrete beams with externally bonded reinforcement.” 2010. Masters Thesis, Georgia Tech. Accessed July 18, 2019. http://hdl.handle.net/1853/33982.

MLA Handbook (7th Edition):

Allen, Christine. “Role of end peeling in behavior of reinforced concrete beams with externally bonded reinforcement.” 2010. Web. 18 Jul 2019.

Vancouver:

Allen C. Role of end peeling in behavior of reinforced concrete beams with externally bonded reinforcement. [Internet] [Masters thesis]. Georgia Tech; 2010. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/1853/33982.

Council of Science Editors:

Allen C. Role of end peeling in behavior of reinforced concrete beams with externally bonded reinforcement. [Masters Thesis]. Georgia Tech; 2010. Available from: http://hdl.handle.net/1853/33982


Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

28. Μιτολίδης, Γεώργιος. Πειραματική διερεύνηση της συμπεριφοράς δοκών από σκυρόδεμα ενισχυμένων με πολυμερή οπλισμένα με χάλυβα ή άνθρακα.

Degree: 2009, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

Εxperimental Results from comparative tests at the laboratory of Steel (SRP) and Carbon (CFRP) Reinforced Rolymers are given in the present dissertation. Tensile stress-strain, as… (more)

Subjects/Keywords: Οπλισμένο σκυρόδεμα; Δοκοί; Χαλυβδοϋφάσματα; Ανθρακοϋφάσματα; Στατική Ενίσχυση; Ινοπλισμένα Πολυμερή Υλικά; Reinforced Concrete Beams; Strengthening; Fiber Reinforced Polymers (FRP); Steel reinforced polymers (SRP)

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

APA (6th Edition):

Μιτολίδης, . . (2009). Πειραματική διερεύνηση της συμπεριφοράς δοκών από σκυρόδεμα ενισχυμένων με πολυμερή οπλισμένα με χάλυβα ή άνθρακα. (Thesis). Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/19900

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):

Μιτολίδης, Γεώργιος. “Πειραματική διερεύνηση της συμπεριφοράς δοκών από σκυρόδεμα ενισχυμένων με πολυμερή οπλισμένα με χάλυβα ή άνθρακα.” 2009. Thesis, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Accessed July 18, 2019. http://hdl.handle.net/10442/hedi/19900.

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

MLA Handbook (7th Edition):

Μιτολίδης, Γεώργιος. “Πειραματική διερεύνηση της συμπεριφοράς δοκών από σκυρόδεμα ενισχυμένων με πολυμερή οπλισμένα με χάλυβα ή άνθρακα.” 2009. Web. 18 Jul 2019.

Vancouver:

Μιτολίδης . Πειραματική διερεύνηση της συμπεριφοράς δοκών από σκυρόδεμα ενισχυμένων με πολυμερή οπλισμένα με χάλυβα ή άνθρακα. [Internet] [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2009. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/10442/hedi/19900.

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

Council of Science Editors:

Μιτολίδης . Πειραματική διερεύνηση της συμπεριφοράς δοκών από σκυρόδεμα ενισχυμένων με πολυμερή οπλισμένα με χάλυβα ή άνθρακα. [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2009. Available from: http://hdl.handle.net/10442/hedi/19900

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


Universidade do Rio Grande do Sul

29. Peres, Maria Vânia Nogueira do Nascimento. Aparatos de baixo custo para ensaios biaxiais em concretos reforçados com fibras de aço.

Degree: 2008, Universidade do Rio Grande do Sul

Nas últimas décadas, a utilização de fibras de aço no reforço de elementos de concreto tem aumentado significativamente no cenário nacional e mesmo internacional, pois… (more)

Subjects/Keywords: Steel fiber reinforced concrete; Fibras de aço; Concreto reforçado com fibras; Multiaxial tests; Rupture curves; Concreto; Ensaios (Engenharia)

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

APA (6th Edition):

Peres, M. V. N. d. N. (2008). Aparatos de baixo custo para ensaios biaxiais em concretos reforçados com fibras de aço. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/15538

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):

Peres, Maria Vânia Nogueira do Nascimento. “Aparatos de baixo custo para ensaios biaxiais em concretos reforçados com fibras de aço.” 2008. Thesis, Universidade do Rio Grande do Sul. Accessed July 18, 2019. http://hdl.handle.net/10183/15538.

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

MLA Handbook (7th Edition):

Peres, Maria Vânia Nogueira do Nascimento. “Aparatos de baixo custo para ensaios biaxiais em concretos reforçados com fibras de aço.” 2008. Web. 18 Jul 2019.

Vancouver:

Peres MVNdN. Aparatos de baixo custo para ensaios biaxiais em concretos reforçados com fibras de aço. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2008. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/10183/15538.

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

Council of Science Editors:

Peres MVNdN. Aparatos de baixo custo para ensaios biaxiais em concretos reforçados com fibras de aço. [Thesis]. Universidade do Rio Grande do Sul; 2008. Available from: http://hdl.handle.net/10183/15538

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


Delft University of Technology

30. Schumacher, P. Rotation capacity of self-compacting steel fiber reinforced concrete.

Degree: 2006, Delft University of Technology

Steel fiber reinforced concrete (SFRC) has been used in segmental tunnel linings in the past years. In order to investigate the effect of steel fibers… (more)

Subjects/Keywords: rotation capacity; sfrc; self-compacting steel fiber reinforced concrete

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

APA (6th Edition):

Schumacher, P. (2006). Rotation capacity of self-compacting steel fiber reinforced concrete. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:84d1cc79-e254-4579-a1e8-65091a7ca5c9 ; urn:NBN:nl:ui:24-uuid:84d1cc79-e254-4579-a1e8-65091a7ca5c9 ; urn:NBN:nl:ui:24-uuid:84d1cc79-e254-4579-a1e8-65091a7ca5c9 ; http://resolver.tudelft.nl/uuid:84d1cc79-e254-4579-a1e8-65091a7ca5c9

Chicago Manual of Style (16th Edition):

Schumacher, P. “Rotation capacity of self-compacting steel fiber reinforced concrete.” 2006. Doctoral Dissertation, Delft University of Technology. Accessed July 18, 2019. http://resolver.tudelft.nl/uuid:84d1cc79-e254-4579-a1e8-65091a7ca5c9 ; urn:NBN:nl:ui:24-uuid:84d1cc79-e254-4579-a1e8-65091a7ca5c9 ; urn:NBN:nl:ui:24-uuid:84d1cc79-e254-4579-a1e8-65091a7ca5c9 ; http://resolver.tudelft.nl/uuid:84d1cc79-e254-4579-a1e8-65091a7ca5c9.

MLA Handbook (7th Edition):

Schumacher, P. “Rotation capacity of self-compacting steel fiber reinforced concrete.” 2006. Web. 18 Jul 2019.

Vancouver:

Schumacher P. Rotation capacity of self-compacting steel fiber reinforced concrete. [Internet] [Doctoral dissertation]. Delft University of Technology; 2006. [cited 2019 Jul 18]. Available from: http://resolver.tudelft.nl/uuid:84d1cc79-e254-4579-a1e8-65091a7ca5c9 ; urn:NBN:nl:ui:24-uuid:84d1cc79-e254-4579-a1e8-65091a7ca5c9 ; urn:NBN:nl:ui:24-uuid:84d1cc79-e254-4579-a1e8-65091a7ca5c9 ; http://resolver.tudelft.nl/uuid:84d1cc79-e254-4579-a1e8-65091a7ca5c9.

Council of Science Editors:

Schumacher P. Rotation capacity of self-compacting steel fiber reinforced concrete. [Doctoral Dissertation]. Delft University of Technology; 2006. Available from: http://resolver.tudelft.nl/uuid:84d1cc79-e254-4579-a1e8-65091a7ca5c9 ; urn:NBN:nl:ui:24-uuid:84d1cc79-e254-4579-a1e8-65091a7ca5c9 ; urn:NBN:nl:ui:24-uuid:84d1cc79-e254-4579-a1e8-65091a7ca5c9 ; http://resolver.tudelft.nl/uuid:84d1cc79-e254-4579-a1e8-65091a7ca5c9

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