Flexural Performance and Failure Modes of NSM CFRP-Strengthened Concrete Beams: A Parametric Study-Reference-Cited by-同舟云学术

Flexural Performance and Failure Modes of NSM CFRP-Strengthened Concrete Beams: A Parametric Study

Published:2018-07-09 Issue:7 Volume:17 Page:935-948
ISSN:1735-0522
Container-title:International Journal of Civil Engineering
language:en
Short-container-title:Int J Civ Eng

Author:

Haddad Rami H.^ORCID,Almomani Oubaida A.

Funder

Jordan University of Science and Technology

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s40999-018-0342-8.pdf

Reference20 articles.

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2. Demir A, Tekin M, Turali T, Bagci M (2014) Strengthening of RC beams with prefabricated RC U cross-sectional plates. Struct Eng Mech 49(6):673–685. https://doi.org/10.12989/sem.2014.49.6.673

3. Jones R, Swamy RN, Charif A (1988) Plate separation and anchorage of reinforced concrete beams strengthened by epoxy-bonded steel plates. Struct Eng 66(5):85–94

4. Raval S, Dave U (2013) Effectiveness of various methods of jacketing for RC beams. Proc Eng 51:230–239. https://doi.org/10.1016/j.proeng.2013.01.032

5. Haddad RH, Al-Rousan RZ, Al-Sedyiri BK (2013) Repair of shear-deficient and sulfate-damaged reinforced concrete beams using FRP composites. Eng Struct 56:228–238. https://doi.org/10.1016/j.engstruct.2013.05.007

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