| contributor author | Chai Hong Yoo | |
| contributor author | Phillip A. Pfeiffer | |
| date accessioned | 2017-05-08T20:51:01Z | |
| date available | 2017-05-08T20:51:01Z | |
| date copyright | February 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9445%281984%29110%3A2%28291%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29203 | |
| description abstract | A method of analyzing the elastic flexural‐torsional buckling of curved beams is presented. Included in the solution is warping contribution to the bifurcation buckling load. Since the coefficients of the general differential equations describing the buckling behavior of a spatial curved member remain constant under in‐plane bending considered, a closed form solution technique is used in determining the buckling loads with or without in‐plane deformation. Comparative studies are made and possible sources of discrepancies are traced. | |
| publisher | American Society of Civil Engineers | |
| title | Buckling of Curved Beams with In‐Plane Deformation | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1984)110:2(291) | |
| tree | Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 002 | |
| contenttype | Fulltext | |
