On the performance of circular concrete-filled high strength steel columns under axial loading

This work presents a numerical study to investigate the performance of circular high-strength steel tubes filled with concrete (CFT) under monotonic axial loading. A model is developed to implement the material constitutive relationships and non-linearity. Calibration against previous experimental d...

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Detalles Bibliográficos

Autor principal:	Mohamed Mahmoud El-Heweity
Formato:	Artigo
Lenguaje:	Inglês
Publicado:	Elsevier 2012-06-01
Colección:	Alexandria Engineering Journal
Materias:	Axial strength Ductility Confinement Concrete-filled steel columns Finite element technique
Acceso en línea:	http://www.sciencedirect.com/science/article/pii/S1110016812000439
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