Yield Line Analysis of Bolted Connections to I-Section Webs
The yield line analysis method is adopted to develop expressions for predicting yield load of bolted I-section web as the connecting face governs the failure of such connection. The proposed expressions are studied by varying the ratio, β, of the bolt gauge width to the effective width of the web. By introduction of connecting face deformation limit, the comparison of the yield loads predicted by theoretical expressions and finite element analysis are demonstrated a satisfactory result for practical design. Thus, the yield load predicted by proposed expressions can be used as the basis for design of the bolted connections to Isection webs.
yield line analysis bolted connection I-section web plastic mechanism steel
Wang ZY Wang QY Ouyang WX
Department of Civil Engineering,Sichuan University,PR China
国际会议
2010 International Conference on Material and Manufacturing Technology(2010材料与制造技术国际会议 ICMMT2010)
重庆
英文
983-987
2010-09-17(万方平台首次上网日期,不代表论文的发表时间)