Simplified Evaluation of Shear Stiffness Degradation of Diagonally Cracked Reinforced Concrete Beams

Shear cracking in concrete box-girder bridges, which could cause excessive deflection during the serviceability limit state, cannot be effectively avoided by code-guided design. While elastic shear deformation only accounts for a small proportion of total deformation for un-cracked reinforced concre...

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Detalles Bibliográficos
Autores principales: Zheng, Kaiqi, Zhou, Siyuan, Zhang, Yaohui, Wei, Yang, Wang, Jiaqing, Wang, Yuxi, Qin, Xiaochuan
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2023
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10342483/
https://www.ncbi.nlm.nih.gov/pubmed/37445066
http://dx.doi.org/10.3390/ma16134752

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10342483/
https://www.ncbi.nlm.nih.gov/pubmed/37445066
http://dx.doi.org/10.3390/ma16134752

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