| contributor author | Richard Redwood | |
| contributor author | Sevak Demirdjian | |
| date accessioned | 2017-05-08T20:56:56Z | |
| date available | 2017-05-08T20:56:56Z | |
| date copyright | October 1998 | |
| date issued | 1998 | |
| identifier other | %28asce%290733-9445%281998%29124%3A10%281202%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32863 | |
| description abstract | Tests of four castellated beams are described, in which the buckling of the web-post between openings was the focus of interest. Evidence of web-post buckling was observed in all test beams, although one also underwent lateral displacements. Elastic finite-element analysis was used to predict the buckling loads. The test results showed that the buckling loads were not sensitive to moment-to-shear ratio, and the maximum test loads exceeded the finite-element predictions by margins varying between 4 and 14%. A finite-element parameter study was conducted, and general results that can be used for a range of hole geometries are presented. | |
| publisher | American Society of Civil Engineers | |
| title | Castellated Beam Web Buckling in Shear | |
| type | Journal Paper | |
| journal volume | 124 | |
| journal issue | 10 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1998)124:10(1202) | |
| tree | Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 010 | |
| contenttype | Fulltext | |
