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...

Πλήρης περιγραφή

Λεπτομέρειες βιβλιογραφικής εγγραφής

Κύριοι συγγραφείς:	Ali Mohamed Abdallah, Moataz Badawi, Galal Elsamak, Jong Wan Hu, Ehab A. Mlybari, Mohamed Ghalla
Μορφή:	Artigo
Γλώσσα:	Inglês
Έκδοση:	Elsevier 2024-07-01
Σειρά:	Case Studies in Construction Materials
Θέματα:	Lap Splice Ferrocement Layer ECC Expanded galvanized wire mesh Precast Anchored
Διαθέσιμο Online:	http://www.sciencedirect.com/science/article/pii/S2214509523009282
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