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Search: authors:"Zhong-Xian Li"

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

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 necessarily generate the correct post-blast results in case that the strain softening behavior...