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...
Main Authors: | , , , |
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Format: | Article |
Language: | English |
Published: |
SpringerOpen
2017-05-01
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Series: | International Journal of Concrete Structures and Materials |
Subjects: | |
Online Access: | http://link.springer.com/article/10.1007/s40069-017-0201-z |