Numerical Studies on RC Beams Strengthened with an Externally Bonded Aramid FRP Sheets
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-6175-7_40
Reference12 articles.
1. Ai-hui Z, Wei-Liang J, Gui-bing L (2006) Behaviour of preloaded RC beams strengthened with CFRP laminates. J Zhejiang Univ, Sci, A 7(3):436–444. https://doi.org/10.1631/jzus.2006.A0436
2. Esfahani M, Kianoush M, Tajari A (2007) Flexural behaviour of reinforced concrete beams strengthened by CFRP sheets. Eng Struct 29:2428–2444. https://doi.org/10.1016/j.engstruct.2006.12.008
3. Saleem MU, Numada M, Amin MN, Meguro K (2016) Shake table tests on FRP retrofitted Masonry building models. J Compos Constr 20(5):1–19. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000684
4. Pham H, Al- Mahaidi R (2004) Experimental investigation into flexural retrofitting of reinforced concrete bridge beams using FRP composites. Compos Struct 66:617–625. https://doi.org/10.1016/j.compstruct.2004.05.010
5. Teng JG, Zhang JW, Smith ST (2002) Interfacial stresses in reinforced concrete beams bonded with a soffit plate: a finite element study. Constr Build Mater 16:1–14. https://doi.org/10.1016/S0950-0618(01)00029-0
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