The Ultimate Bearing Capacity analysis of masonry arch bridges

The Ultimate Bearing Capacity analysis of masonry arch bridges

To accurately evaluate the ultimate bearing capacity of masonry arch structures, considering the friction and bonding relationships between different components, a finite element model was established in this study with cohesive zero-thickness elements. The model was analysed using explicit dynamic...

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Bibliographic Details
Main Authors: Kefan Chen, Yuan Li, Qixiang Hui, Bin Zhou, Kang Wang
Format: Article
Language:English
Published: Croatian Association of Civil Engineers 2022-12-01
Series:Građevinar
Subjects:
masonry arch structures, ultimate bearing capacity, finite element method, cohesive finite element, explicit dynamic analysis
Online Access:https://doi.org/10.14256/JCE.3479.2022
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