Experimental and Analytical Investigation of the Effects of Anchor Types and Strip Shapes on Shear-Deficient Reinforced Concrete Beams Strengthened with TRM Versus FRP
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s40999-023-00866-w.pdf
Reference51 articles.
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2. Hussein M, Afefy HMED, Khalil AHAK (2013) Innovative repair technique for RC beams predamaged in shear. J Compos Constr 17(6):04013005
3. Koutas L, Triantafillou TC (2013) Use of anchors in shear strengthening of reinforced concrete T-beams with FRP. J Compos Constr 17(1):101–107
4. Deifalla A, Ghobarah A (2010) Strengthening RC T-beams subjected to combined torsion and shear using FRP fabrics: experimental study. J Compos Constr 14(3):301–311
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
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1. Performance of RC Beams Strengthened in Flexure and Shear with CFRP and GFRP;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2023-12-11
2. Textile Types, Number of Layers and Wrapping Types Effect on Shear Strengthening of Reinforced Concrete Beams with Textile-Reinforced Mortar versus Carbon-Fiber-Reinforced Polymer;Buildings;2023-10-30
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