| contributor author | Pedro Albrecht | |
| contributor author | Akhrawat Lenwari | |
| contributor author | Daqing Feng | |
| date accessioned | 2017-05-08T21:00:30Z | |
| date available | 2017-05-08T21:00:30Z | |
| date copyright | March 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%290733-9445%282008%29134%3A3%28421%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/35199 | |
| description abstract | The finite element method was used to develop accurate stress intensity factor (SIF) solutions for two-tip web cracks and symmetric three-tip cracks in I-beams under tension or bending. Governing parameters for cracked I-beams were determined. For web cracks, the SIF is a function of applied stress, crack length, eccentricity, and flange-to-web area ratio of W shape. For three-tip cracks in web and flange, the SIF is a function of applied stress, web and flange crack lengths, and flange-to-web area ratio. The flange-to-web area ratio accounts for the constraining effect of the flange on two-tip web cracks and the interaction effect on three-tip cracks. A total of 2,106 combinations of type of crack, type of loading, crack length, eccentricity, and flanges-to-web area ratio were analyzed. Numerical results were fitted with polynomial equations for ready use by practicing engineers. | |
| publisher | American Society of Civil Engineers | |
| title | Stress Intensity Factors for Structural Steel I-Beams | |
| type | Journal Paper | |
| journal volume | 134 | |
| journal issue | 3 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2008)134:3(421) | |
| tree | Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 003 | |
| contenttype | Fulltext | |
