Flexural Strengthening of Two-Way RC Slabs with Textile Reinforced Mortar: Experimental Study and Calculation Model
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-2174-6.pdf
Reference25 articles.
1. Al-Salloum YA, Siddiqui NA, Elsanadedy HM, Abadel AA, Aqel MA (2011) Textile-reinforced mortar versus FRP as strengthening material for seismically deficient RC beam-column joints. Journal of Composites for Construction 15:920–933, DOI: https://doi.org/10.1061/(ASCE)CC.1943-5614.0000222
2. Azam R, Soudki K (2014) FRCM strengthening of shear-critical RC beams. Journal of Composites for Construction 18:04014012, DOI: https://doi.org/10.1061/(ASCE)CC.1943-5614.0000464
3. Babaeidarabad S, Loreto G, Nanni A (2014) Flexural strengthening of RC beams with an externally bonded fabric-reinforced cementitious matrix. Journal of Composites for Construction 18:3049–3060, DOI: https://doi.org/10.1061/(ASCE)CC.1943-5614.0000473
4. Bournas DA, Lontou PV, Papanicolaou CG, Triantafillou TC (2007) Textile-reinforced mortar versus fiber-reinforced polymer confinement in reinforced concrete columns. ACI Structural Journal 104:740–748, DOI: https://doi.org/10.14359/18956
5. Burgess l (2017) Yield-line plasticity and tensile membrane action in lightly-reinforced rectangular concrete slabs. Engineering Structures 138:195–214, DOI: https://doi.org/10.1016/j.engstruct.2017.01.072
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