应用研究 2026年 第卷 第03期

DOI: 10.7672 / sgjs2026030161

低合金钢结构节点受力特性研究

肖坦树,高权,蔺杰,苗鹤,张鹏,淡泊,于鹏,李繁

作者简介:

肖坦树,项目经理,工程师,E-mail:819178979@ qq. com

作者单位:

中国人民解放军 63926 部队,北京 100192

摘要:

以 Q355 低合金钢结构节点为研究对象,通过构建考虑材料非线性、几何非线性的力学平衡模型,结合节点变形协调条件,系统分析板厚比、预紧力和螺栓间距等关键参数对节点承载力、刚度及应力分布的影响机理。研究结果表明,节点承载力随板厚比的增大呈线性增强趋势,建议板厚比取为 1.0 ~ 1.5,以兼顾安全性与经济性;预紧力损失随滑移量呈阶段性非线性变化,当滑移量超过临界值 0.645mm 后预紧力损失趋于稳定,建议将工作滑移量控制在 0.6mm 以内。螺栓间距比影响应力集中程度与刚度恢复,当螺栓间距比取为 3.0 ~ 3.5 时,节点刚度折减系数可回升至 0.97 以上,综合受力性能最优。

English:

Taking Q355 low alloy steel structure nodes as the research object, a mechanical equilibriummodel considering material nonlinearity and geometric nonlinearitywas constructed. Combined with thenode deformation compatibility conditions, the influence mechanisms of key parameters such as platethickness ratio, pretightening force and bolt spacing on node bearing capacity, stiffness and stressdistribution were systematically analyzed. The research results show that the node bearing capacityincreases linearlywith the increase of the plate thickness ratio. It is recommended that the plate thicknessratio be between 1.0 and 1.5 to balance safety and economy. The pretightening force loss changesnonlinearly in stages with the slip amount. When the slip amount exceeds the critical value of 0.645mm,the pretightening force loss tends to stabilize. It is suggested that the working slip amount be controlledwithin 0.6mm. The bolt spacing ratio significantly affects the degree of stress concentration and stiffnessrecovery. When bolt spacing ratio is between 3.0 and 3.5, the stiffness reduction coefficient can riseback to above 0.97, and the overall mechanical performance is optimal.