Performance of fixed beam without interacting bars-Reference-Cited by-同舟云学术

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Performance of fixed beam without interacting bars

Published:2020-10 Issue:5 Volume:14 Page:1180-1195
ISSN:2095-2430
Container-title:Frontiers of Structural and Civil Engineering
language:en
Short-container-title:Front. Struct. Civ. Eng.

Author:

Shishegaran Aydin,Karami Behnam,Rabczuk Timon,Shishegaran Arshia,Naghsh Mohammad Ali,Mohammad Khani Mohammreza

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s11709-020-0661-0.pdf

Reference36 articles.

1. Figeys W, Verstrynge E, Brosens K, Van Schepdael L, Dereymaeker J, Van Gemert D, Schueremans L. Feasibility of a novel system to prestress externally bonded reinforcement. Materials and Structures, 2011, 44(9): 1655–1669

2. Kotynia R, Cholostiakow S. New proposal for flexural strengthening of reinforced concrete beams using CFRP T-shaped profiles. Polymers, 2015, 7(11): 2461–2477

3. Papanicolaou C G, Triantafillou T C, Papathanasiou M, Karlos K. Textile reinforced mortar (TRM) versus FRP as strengthening material of URM walls: Out-of-plane cyclic loading. Materials and Structures, 2007, 41(1): 143–157

4. Pham T M, Hao H. Review of concrete structures strengthened with FRP against impact loading. Structures, 2016, 7: 59–70

5. Tanarslan H M. Flexural strengthening of RC beams with prefabricated ultra high performance fiber-reinforced concrete laminates. Engineering Structures, 2017, 151: 337–348

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