Nonlocal Formulation for Numerical Analysis of Post-Blast Behavior of RC Columns

Abstract Residual axial capacity from numerical analysis was widely used as a critical indicator for damage assessment of reinforced concrete (RC) columns subjected to blast loads. However, the convergence of the numerical result was generally based on the displacement response, which might not nece...

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Bibliographic Details
Main Authors: Zhong-Xian Li, Bo Zhong, Yanchao Shi, Jia-Bao Yan
Format: Article
Language:English
Published: SpringerOpen 2017-05-01
Series:International Journal of Concrete Structures and Materials
Subjects:
Online Access:http://link.springer.com/article/10.1007/s40069-017-0201-z