Analytical approach to the strain rate effect on the dynamic tensile strength of brittle materials

被引:20
|
作者
Ou, Zhuo-Cheng [1 ]
Duan, Zhuo-Ping [1 ]
Huang, Feng-Lei [1 ]
机构
[1] Beijing Inst Technol, Sch Mechatron, State Key Lab Explos Sci & Technol, Beijing 100081, Peoples R China
基金
美国国家科学基金会;
关键词
Strain effect; Brittle materials; Failure criteria; Dynamic loadings; SPALL STRENGTH; CONCRETE; FRACTURE; CERAMICS; CRACKS;
D O I
10.1016/j.ijimpeng.2010.02.003
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
An explicit mathematical expression for the dynamic load-carrying capacity of brittle materials under dynamic tensile loads is derived based on a kind of structural-temporal failure criterion [1] and the one-dimensional longitudinal plane wave propagation model. It is shown that the dependence of the dynamic load-carrying capacity on the strain rate can be determined only by the static material parameters such as tensile strength, density, incubation time, critical failure length and constitutive constants, which verifies that the well known strain rate effect on material strength can be considered as an structural rather than material behavior, as pointed out by Cotsovos and Pavlovic [2] recently. Moreover, it is found that, under constant strain rate, the dynamic load-carrying capacity depends also on the amplitudes of imposed boundary loads, which explains, to a significant extent, the scatter that characterizes the available experimental data. Furthermore, the derived expression can also be used as a foundation of theoretical analyses on other problems involving the strain rate effect such as dynamic size effect, dynamic failure of quasi-brittle materials and composites. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:942 / 945
页数:4
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