Evolutionarily Coupled Finite-Element Mesh-Free Formulation for Modeling Concrete Behaviors under Blast and Impact Loadings
AbstractAn evolutionarily coupled finite-element (FE) and reproducing kernel (RK) formulation is implemented in the Karagozian and Case–finite element/mesh-free (KC-FEMFRE) code for modeling concrete behaviors under blast and impact loadings. Mesh-free methods, such as the RK particle method, have t...
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Published in | Journal of engineering mechanics Vol. 139; no. 4; pp. 525 - 536 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
American Society of Civil Engineers
01.04.2013
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Subjects | |
Online Access | Get full text |
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