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...

Full description

Saved in:
Bibliographic Details
Published inJournal of engineering mechanics Vol. 139; no. 4; pp. 525 - 536
Main Authors Wu, Youcai, Magallanes, Joseph M, Choi, Hyung-Jin, Crawford, John E
Format Journal Article
LanguageEnglish
Published American Society of Civil Engineers 01.04.2013
Subjects
Online AccessGet full text

Cover

Loading…