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Flexural behaviour and theoretical prediction of lightweight ferrocement composite beams

Sixteen full-scale simply supported composite beams of the same dimensions, breadth = 100 mm, thickness, 200 mm, and length of 2000 mm, subjected to flexural loading, were experimentally tested and their structural parameters, namely, pre-crack stiffness, serviceability loads, post-cracking loads, e...

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Detalhes bibliográficos
Main Authors: Ibrahim G. Shaaban, Yousry B.I. Shaheen, Essam L. Elsayed, Osama A. Kamal, Peter A. Adesina
Formato: Artigo
Idioma:Inglês
Publicado em: Elsevier 2018-12-01
Colecção:Case Studies in Construction Materials
Acesso em linha:http://www.sciencedirect.com/science/article/pii/S2214509518302377
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