Applicability of J-Integral to Tension-Softening MaterialsSource: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 005Author:Victor C. Li
DOI: 10.1061/(ASCE)0733-9399(1997)123:5(531)Publisher: American Society of Civil Engineers
Abstract: This brief paper addresses the application of the J-integral to fracture analysis and toughness characterization of quasi-brittle materials, with specific focus on the tension-softening behavior in the fracture process zone. Concern is often raised on the validity of the J-integral when unloading occurs in the material points along which the J-integral contour path traverses, particularly during process-zone growth. This paper clarifies that this concern is misplaced. Whereas the J-integral contour wraps around the tension-softening line springs of the bridging elements in the process zone, the material points on the J-integral contour undergoes elastic loading and unloading. Therefore application of the J-integral to quasi-brittle materials does not violate the basic tenet of the assumption of nonlinear elastic material behavior underlying the J-integral theoretical formulation.
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| contributor author | Victor C. Li | |
| date accessioned | 2017-05-08T22:38:19Z | |
| date available | 2017-05-08T22:38:19Z | |
| date copyright | May 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290733-9399%281997%29123%3A5%28531%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/84607 | |
| description abstract | This brief paper addresses the application of the J-integral to fracture analysis and toughness characterization of quasi-brittle materials, with specific focus on the tension-softening behavior in the fracture process zone. Concern is often raised on the validity of the J-integral when unloading occurs in the material points along which the J-integral contour path traverses, particularly during process-zone growth. This paper clarifies that this concern is misplaced. Whereas the J-integral contour wraps around the tension-softening line springs of the bridging elements in the process zone, the material points on the J-integral contour undergoes elastic loading and unloading. Therefore application of the J-integral to quasi-brittle materials does not violate the basic tenet of the assumption of nonlinear elastic material behavior underlying the J-integral theoretical formulation. | |
| publisher | American Society of Civil Engineers | |
| title | Applicability of J-Integral to Tension-Softening Materials | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 5 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1997)123:5(531) | |
| tree | Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 005 | |
| contenttype | Fulltext |