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Strengthening of RC beams with inadequate lap splice length using cast-in-situ and anchored precast ECC ferrocement layers mitigating construction failure risk

Design standards necessitate the use of a sufficient lap splice length when dealing with longer spans of Reinforced Concrete (RC) members. An inadequate lap splice length results in a reduction of both the flexural strength and ductility of reinforced concrete beams. The failure risk of these beams...

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Principais autores: Ali Mohamed Abdallah, Moataz Badawi, Galal Elsamak, Jong Wan Hu, Ehab A. Mlybari, Mohamed Ghalla
פורמט: Artigo
שפה:Inglês
יצא לאור: Elsevier 2024-07-01
סדרה:Case Studies in Construction Materials
נושאים:
Lap Splice
Ferrocement Layer
ECC
Expanded galvanized wire mesh
Precast
Anchored
גישה מקוונת:http://www.sciencedirect.com/science/article/pii/S2214509523009282
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