Finite-element based-prediction of the cracking-torsional behavior of prestressed concrete beams with hollow cross-sections

Strengthening hollow structural members against torsional loading using the prestressed concrete (PC) method has received much attention in the last decades from scholars and designers in the field. This study adopted the method of nonlinear finite element analysis (NLFEA) to fulfill the proposed ob...

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Bibliografische Detailangaben

Hauptverfasser:	Bara'a R. Alnemrawi, Rajai Z. Al-Rousan
Format:	Artigo
Sprache:	Inglês
Veröffentlicht:	Elsevier 2025-03-01
Schriftenreihe:	Results in Engineering
Schlagworte:	Torsion NLFEA Prestressed concrete Hollow beam Angle of twist Cracking Formula
Online-Zugang:	http://www.sciencedirect.com/science/article/pii/S2590123024019558
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