Simulation of Test Arch Based on Concrete Damage Plasticity Model and Damage Evolution Analysis

Simulation of Test Arch Based on Concrete Damage Plasticity Model and Damage Evolution Analysis

In light of the limited research on latent damages during the construction of large-span suspension arches, this study introduced a method to simulate structural damage utilizing random porosity. Initially, based on data from real-world engineering projects, the most susceptible areas within the arc...

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Bibliographic Details
Main Authors: Zhongchu Tian, Yue Cai, Hongtao Shi, Guibo Wang, Zujun Zhang, Ye Dai, Binlin Xu
Format: Article
Language:English
Published: MDPI AG 2023-10-01
Series:Applied Sciences
Subjects:
reinforced concrete arch bridge
concrete damage plasticity model
initial damage
damage evolution
structural failure
Online Access:https://www.mdpi.com/2076-3417/13/20/11239

Internet

https://www.mdpi.com/2076-3417/13/20/11239

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