| contributor author | P. G. Kossakowski | |
| date accessioned | 2017-05-08T21:55:58Z | |
| date available | 2017-05-08T21:55:58Z | |
| date copyright | December 2012 | |
| date issued | 2012 | |
| identifier other | %28asce%29mt%2E1943-5533%2E0000581.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/66928 | |
| description abstract | This paper presents results of experimental and numerical modeling of ductile fracture and failure of elements made of S235JR steel subjected to static tension. The prediction of failure was generally based on the stress modified critical strain (SMCS) model. The numerical simulations were performed using the Gurson-Tvergaard-Needleman (GTN) model, which takes into consideration the material structure. The approach applied in this study was based on the computational cells with microstructurally based length scales. The cell size and initial porosity were determined through microstructural examinations of S235JR steel. The parameters of the GTN model for S235JR steel were established on the basis of the microstructural analysis and the numerical modeling of tensile strength tests. As a result, it was possible to determine the SMCS failure criterion to predict ductile fracture for S235JR steel. | |
| publisher | American Society of Civil Engineers | |
| title | Prediction of Ductile Fracture for S235JR Steel Using the Stress Modified Critical Strain and Gurson-Tvergaard-Needleman Models | |
| type | Journal Paper | |
| journal volume | 24 | |
| journal issue | 12 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)MT.1943-5533.0000546 | |
| tree | Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 012 | |
| contenttype | Fulltext | |