Effect of chord compression on the ultimate strength of ring-stiffened tube-gusset KT-type and X-type joints

Xiaolu Li, Xiaomin Xue, Xueming Wang, Ling Zhang
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Abstract

The mechnaical properties of ring-stiffened tube-gusset joints have elicited increasing attention from designers because of their reasonable stress distribution. However, research on the effect of chord compression on the ultimate strength of ringstiffened tube-gusset joints remains insufficient. Accordingly, this study proposes a design formula to address this deficit. Two typical ring-stiffened tube-gusset joints, i.e. tube-gusset KT-type joints stiffened by 1/4 ring plates and tube-gusset X-type joints stiffened by ring plates, are considered. Firstly, full-scale tests are conducted. The ultimate strengths of the KTand X-joints are obtained under different chord compressions. Secondly, a parametric study is performed to discuss the effect of chord axial pressure basing on validated finite element modes. Then, the current relevant design formulae are adopted. The test and finite element analysis results indicates that the current design equations are not always effective under all conditions. At last, one modified design equation is proposed for KT-joints. The proposed method can provide improved prediction of the strength of KT-joint.
弦压对环加筋管节kt型和x型节点极限强度的影响
环加筋管-扣板节点由于其合理的应力分布,其力学性能越来越受到设计人员的重视。然而,弦压对环加筋管-板节点极限强度影响的研究还不够。因此,本研究提出了一个设计公式来解决这一缺陷。考虑两种典型的环加筋管扣节节,即1/4环板加筋管扣节kt型节和环板加筋管扣节x型节。首先进行全尺寸试验。得到了不同弦压作用下kt节点和x节点的极限强度。其次,基于验证的有限元模型,进行了参数化研究,讨论了弦轴压力的影响。然后,采用现行的相关设计公式。试验和有限元分析结果表明,现有的设计方程并不总是在所有条件下都有效。最后,提出了一种kt节点的修正设计方程。该方法能较好地预测kt节点的强度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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