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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Detalhes bibliográficos

Principais autores:	Bara'a R. Alnemrawi, Rajai Z. Al-Rousan
Formato:	Artigo
Idioma:	Inglês
Publicado em:	Elsevier 2025-03-01
Colecção:	Results in Engineering
Assuntos:	Torsion NLFEA Prestressed concrete Hollow beam Angle of twist Cracking Formula
Acesso em linha:	http://www.sciencedirect.com/science/article/pii/S2590123024019558
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