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The coupled plasticity damaged model previously calibrated is considered for modelling the concrete.
The reconstructed damaged model was best-fitted with the nominal model.
Local analysis was carried out to identify columns directly failing under blast scenarios, whereas global pushdown analysis was performed on each 3D damaged model to assess robustness.
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The concrete damaged plasticity model was assumed for the concrete.
An oncogene-induced DNA damage model for cancer development.
The Lemaitre damage model is considered.
Damage evolution is based on the Maimi continuum damage model.
Anisotropic damage model is based on extended three-dimensional damage model.
An interfacial damage model is employed for simulating delamination.
In this way, the damage model is achieved.
Specifically, a static damage model is proposed and deeply investigated.
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CEO of Professional Science Editing for Scientists @ prosciediting.com