Dynamic cohesive fracture: Models and analysis

被引:6
|
作者
Larsen, Christopher J. [1 ]
Slastikov, Valeriy [2 ]
机构
[1] Worcester Polytech Inst, Dept Math Sci, Worcester, MA 01609 USA
[2] Univ Bristol, Dept Math, Bristol BS8 1TW, Avon, England
基金
英国工程与自然科学研究理事会; 美国国家科学基金会; 欧洲研究理事会;
关键词
Fracture; dynamics; stationary action; maximal dissipation; STATIC CRACK-GROWTH; BRITTLE-FRACTURE; GRIFFITHS CRITERION; EXISTENCE; MINIMIZATION; EVOLUTION;
D O I
10.1142/S0218202514500092
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
Our goal in this paper is to initiate a mathematical study of dynamic cohesive fracture. Mathematical models of static cohesive fracture are quite well understood, and existence of solutions is known to rest on properties of the cohesive energy density psi, which is a function of the jump in displacement. In particular, a relaxation is required (and a relaxation formula is known) if psi' (0(+)) not equal infinity. However, formulating a model for dynamic fracture when psi' (0(+)) = infinity is not straightforward, compared to when psi' (0(+)) is finite, and especially compared to when psi is smooth. We therefore formulate a model that is suitable when psi' (0(+)) = infinity and also agrees with established models in the more regular case. We then analyze the one-dimensional case and show existence when a finite number of potential fracture points are specified a priori, independent of the regularity of psi. We also show that if psi' (0(+)) < infinity, then relaxation is necessary without this constraint, at least for some initial data.
引用
收藏
页码:1857 / 1875
页数:19
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