Mixed-mode dynamic crack propagation in concrete is studied using the eleme
nt-free Galerkin (EFG) method. The EFG methodology allows for arbitrary cra
ck growth in terms of direction and speed. A fracture process zone (FPZ) mo
del is used for fracture in concrete. Comparisons are made to mode I and mi
xed-mode experiments on concrete three-point-bend specimens. Good agreement
is achieved with the experimental results. (C) 2000 Elsevier Science S.A.
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