Comparison of the quasi-static method and the dynamic method for simulating fracture processes in concrete

DOI10.1007/s00466-007-0221-7zbMath1162.74503OpenAlexW1966184758MaRDI QIDQ1021116

Nai-Gang Liang, Jin-Xing Liu, Shouchun Deng

Publication date: 8 June 2009

Published in: Computational Mechanics (Search for Journal in Brave)

Full work available at URL: http://dspace.imech.ac.cn/handle/311007/26142

zbMATH Keywords

fractureconcreteinertia effectsgeneralized beam lattice modelquasi-static and dynamic method

Mathematics Subject Classification ID

Brittle fracture (74R10) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15)

Related Items

Numerical investigation of crack growth in concrete subjected to compression by the generalized beam lattice model

Cites Work

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