Numerical investigation of the failure mechanism of cubic concrete specimens in SHPB tests

Author:

Li Mei,Hao Hong,Cui Jian,Hao Yi-fei

Funder

Australian Research Council

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanical Engineering,Ceramics and Composites,Computational Mechanics

Reference43 articles.

1. Dynamic behavior of concrete at high strain rates and pressures: ii. Numerical simulation;Park;Int J Impact Eng,2001

2. Effects of radial inertia and end friction in specimen geometry in split Hopkinson pressure bar tests: a computational study;Iwamoto;Mech Mater,2012

3. Dynamic behaviour of concrete: the structural effects on compressive strength increase;Nard;Int J Numer Anal Methods GeoMech,2015

4. Modelling of compressive behaviour of concrete-like materials at high strain rate;Zhou;Int J Solid Struct,2008

5. Effect of specimen size on static strength and dynamic increase factor of high-strength concrete from SHPB test;Wang;J Test Eval,2011

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