| contributor author | Bishwanath Bose | |
| contributor author | Zhi Min Wang | |
| contributor author | Susanta Sarkar | |
| date accessioned | 2017-05-08T20:56:35Z | |
| date available | 2017-05-08T20:56:35Z | |
| date copyright | December 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290733-9445%281997%29123%3A12%281614%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32630 | |
| description abstract | This paper reports part of the results of an investigation devoted to the analysis of unstiffened flush end-plate steel-bolted joints by means of the finite-element technique. The flush end-plate joint represents an extremely complex and highly indeterminate analytical problem with a large number of parameters affecting its structural behavior. With the advent of high-speed computers and powerful finite-element software packages, the finite-element method offers an ideal tool for tackling such a complex problem. A sophisticated three-dimensional model of the joint is developed and a nonlinear analysis, using the LUSAS finite-element package, is presented. Full-scale tests of a number of flush end-plate joints have been performed. Finally, comparison between computed and measured values has been carried out, which allows the accuracy of the finite-element prediction model to be highlighted. | |
| publisher | American Society of Civil Engineers | |
| title | Finite-Element Analysis of Unstiffened Flush End-Plate Bolted Joints | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 12 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1997)123:12(1614) | |
| tree | Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 012 | |
| contenttype | Fulltext | |
