contributor author | Lawrence C. Bank | |
contributor author | Jianshen Yin | |
date accessioned | 2017-05-08T21:30:21Z | |
date available | 2017-05-08T21:30:21Z | |
date copyright | November 1999 | |
date issued | 1999 | |
identifier other | %28asce%291090-0268%281999%293%3A4%28177%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54043 | |
description abstract | A numerical procedure for analyzing a common and catastrophic failure mode in pultruded composite material I-beams is presented in this paper. Pultruded wide-flange profiles (often referred to as I-beams) exhibit a number of different failure modes when loaded in flexure or axial compression. The particular failure mode of interest to this paper is that due to the local separation of the flange from the web of the profile following local buckling of the flange. A node-separation technique is used to simulate the progressive failure of the joint between the flange and the web of the wide-flange beam in the postbuckled regime. The procedure has been implemented in NIKE3D, a multipurpose nonlinear implicit finite-element code. The fundamentals of the separation algorithm and the mechanics of the implementation in NIKE3D are described. The results of simulations using the proposed procedure are compared with experimental observations. | |
publisher | American Society of Civil Engineers | |
title | Failure of Web-Flange Junction in Postbuckled Pultruded I-Beams | |
type | Journal Paper | |
journal volume | 3 | |
journal issue | 4 | |
journal title | Journal of Composites for Construction | |
identifier doi | 10.1061/(ASCE)1090-0268(1999)3:4(177) | |
tree | Journal of Composites for Construction:;1999:;Volume ( 003 ):;issue: 004 | |
contenttype | Fulltext | |