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Post-Cracking Shear Stiffness Model of Reinforced Concrete Beams

Macro diagonal cracks can significantly reduce the stiffness of slender reinforced concrete (RC) beams, which results in excessive deflection compared with limitations from design specifications. To evaluate the post-cracking stiffness of slender RC beams with diagonal cracks, a shear degradation mo...

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Principais autores: Kaiqi Zheng, Siwen Ni, Yaohui Zhang, Junxuan Gu, Mingming Gao, Yang Wei
Formato: Artigo
Idioma:Inglês
Publicado em: MDPI AG 2023-11-01
coleção:Buildings
Assuntos:
reinforced concrete beam
shear crack
stiffness model
shear deformation
strut angle
variable angle truss model
Acesso em linha:https://www.mdpi.com/2075-5309/13/11/2814
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