Extraction of cohesive-zone laws from elastic far-fields of a cohesive crack tip: a field projection method

被引:64
作者
Hong, SS [1 ]
Kim, KS [1 ]
机构
[1] Brown Univ, Dept Engn, Providence, RI 02912 USA
关键词
cohesive zone; crack mechanics; inverse problem; eigenfunction expansion; conservation integrals;
D O I
10.1016/S0022-5096(03)00023-1
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A solution method of an inverse problem is developed to extract cohesive-zone laws from elastic far-fields surrounding a crack-tip cohesive zone. The solution method is named the "field projection method (FPM)." In the process of developing the method a general form of cohesive-crack-tip fields is obtained and used for eigenfunction expansions of the plane elastic field in a complex variable representation. The closing tractions and the separation-gradients at the cohesive zone are expressed in terms of orthogonal polynomial series expansions of the general-form complex functions. The series expansion forms a set of cohesive-crack-tip eigen-functions, which is complete and orthogonal in the sense of the interaction J-integral in the far field as well as at the cohesive-zone faces. The coefficients of the eigenfunctions in the J-orthogonal representation are extracted directly, using interaction J-integrals in the far field between the physical field of interest and auxiliary probing fields. The path-independence of the interaction J-integral enables us to identify the cohesive-zone variables, i.e. tractions and separations, and thus the cohesive-zone constitutive laws uniquely from the far-field data. A set of numerical algorithms is developed for the inversion method and the results from numerical experiments suggest that the proposed algorithms are well suited for extracting cohesive-zone laws from the far-field data. The set includes methods to find the position and size of a cohesive zone. Further included are discussions on error analysis and stability of the inversion scheme. (C) 2003 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:1267 / 1286
页数:20
相关论文
共 34 条
[1]  
Abramowitz M., 1965, HDB MATH FUNCTIONS F, DOI DOI 10.1119/1.15378
[2]  
Barenblatt G. I, 1961, Adv. Appl. Mech., P3, DOI [10.1016/S0065-2156(08)70121-2, DOI 10.1016/S0065-2156(08)70121-2]
[3]  
Barone M. R., 1972, International Journal of Solids and Structures, V8, P1319, DOI 10.1016/0020-7683(72)90082-0
[4]   Concrete fracture models: testing and practice [J].
Bazant, ZP .
ENGINEERING FRACTURE MECHANICS, 2002, 69 (02) :165-205
[5]  
BUDIANSKY B, 1973, J APPL MECH-T ASME, V40, P201, DOI 10.1115/1.3422926
[6]  
BUECKNER HF, 1970, Z ANGEW MATH MECH, V50, P529
[7]   Computational modelling of impact damage in brittle materials [J].
Camacho, GT ;
Ortiz, M .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1996, 33 (20-22) :2899-2938
[8]   CONSERVATION LAWS IN ELASTICITY OF J-INTEGRAL TYPE [J].
CHEN, FHK ;
SHIELD, RT .
ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND PHYSIK, 1977, 28 (01) :1-22
[9]   YIELDING OF STEEL SHEETS CONTAINING SLITS [J].
DUGDALE, DS .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 1960, 8 (02) :100-104
[10]   The cohesive zone model:: advantages, limitations and challenges [J].
Elices, M ;
Guinea, GV ;
Gómez, J ;
Planas, J .
ENGINEERING FRACTURE MECHANICS, 2002, 69 (02) :137-163