| contributor author | N. E. Shanmugam | |
| contributor author | V. Thevendran | |
| contributor author | J. Y. Richard Liew | |
| contributor author | L. O. Tan | |
| date accessioned | 2017-05-08T20:55:50Z | |
| date available | 2017-05-08T20:55:50Z | |
| date copyright | February 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9445%281995%29121%3A2%28249%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32168 | |
| description abstract | This paper is concerned with the ultimate load behavior of I-beams curved in plan. Results obtained from experiments on two sets of I-beams (one comprising rolled sections and the other built-up sections) are presented. The test results for deformations and ultimate strength are found to be in good agreement with the corresponding values predicted by using the elastoplastic finite-element analysis. The effects of residual stresses and radius of curvature to span-length ratio ( | |
| publisher | American Society of Civil Engineers | |
| title | Experimental Study on Steel Beams Curved in Plan | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1995)121:2(249) | |
| tree | Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 002 | |
| contenttype | Fulltext | |
