Automatic determination method of stress intensity factor utilizing digital image correlation and nonlinear least squares

被引:0
作者
Yoneyama, S [1 ]
Morimoto, Y [1 ]
Takashi, M [1 ]
机构
[1] Tokyo Univ Sci, Dept Mech Engn, Tokyo 162, Japan
来源
STRUCTURAL HEALTH MONITORING AND INTELLIGENT INFRASTRUCTURE, VOLS 1 AND 2 | 2003年
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D O I
暂无
中图分类号
TP18 [人工智能理论];
学科分类号
081104 ; 0812 ; 0835 ; 1405 ;
摘要
A method for determining stress intensity factor automatically from displacement fields obtained by digital image correlation is proposed. In order to perform automatic and accurate evaluation, not only stress intensity factor but crack tip location and higher order terms in the series expansion of displacement fields are determined simultaneously in the present study. The nonlinear least-square approach based on Newton-Raphson method is applied to obtain all unknowns. The effectiveness of the method is demonstrated by applying the proposed method to mode I crack problem in a strip plate with a semi-infinite crack. Since stress intensity factor can be evaluated easily, simply and automatically by the technique with digital image correlation, it is expected that the proposed method can be applied to various fracture problems.
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页码:1379 / 1384
页数:6
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