| contributor author | A. S. J. Swamidas | |
| contributor author | X. Yang | |
| contributor author | R. Seshadri | |
| date accessioned | 2017-05-08T22:40:18Z | |
| date available | 2017-05-08T22:40:18Z | |
| date copyright | November 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%290733-9399%282004%29130%3A11%281297%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/85841 | |
| description abstract | Timoshenko and Euler beam formulations, using energy approach, have been used to estimate the influence of crack size and location on the natural frequencies of cracked beams. Fracture mechanics approach has been used to consider the effect of cracking on the dynamic response of the beam. Galerkin’s approach has been used to solve the problem numerically. It is shown that for slender beams the deep beam influence is felt only when the | |
| publisher | American Society of Civil Engineers | |
| title | Identification of Cracking in Beam Structures Using Timoshenko and Euler Formulations | |
| type | Journal Paper | |
| journal volume | 130 | |
| journal issue | 11 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(2004)130:11(1297) | |
| tree | Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 011 | |
| contenttype | Fulltext | |
