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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Bibliographic Details
Main Authors: Kaiqi Zheng, Siwen Ni, Yaohui Zhang, Junxuan Gu, Mingming Gao, Yang Wei
Format: Article
Language:English
Published: MDPI AG 2023-11-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/13/11/2814