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装配式钢结构全栓接刚节点的抗震性能分析

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地震时强烈振动可能导致栓接节点的螺栓松动、滑移甚至断裂,影响节点的整体承载能力和稳定性,增加结构倒塌的风险.为减轻对主体结构的破坏,对装配式钢结构全栓接刚节点的抗震性能进行分析.计算出高强螺栓的用量并构建结构的几何模型,输入Abaqus有限元软件,考虑节点参数构建有限元模型,确定加载制度,以及地震载荷影响下该结构节点的抗震性能.模拟结果表明:相比于普通钢结构节点,用高强螺栓连接的装配式钢结构栓接节点,翼缘塑性铰外移,地震时稳定性更高;不同阶段该节点上的螺栓均发挥较强作用,不会出现严重应力集中,节点不易开裂;峰值载荷后该节点骨架曲线平滑稳定地下降,不会失去稳定性,具有较强抗震性能.
Analysis of seismic performance of prefabricated steel structures with fully bolted rigid joints
Strong vibration during earthquake may cause the bolts to loosen,slip or even break,affect the overall bearing capacity and stability of the joints,and increase the risk of structural collapse.In order to reduce the damage to the main structure,the seismic performance of fully bolted rigid joints of prefabricated steel structures was analyzed.The amount of high-strength bolts was calculated and the geometric model of the structure was built.The finite element model was built considering the node parameters in Abaqus finite element software,and the loading system and seismic performance of the structural joints under the influence of seismic load were determined.The simulation results show that compared with ordinary steel joints,the prefabricated steel joints connected with high-strength bolts have higher stability under earthquake because the plastic hinge of the flange moves outward.At different stages,the bolts on the joint play a strong role,there will be no serious stress concentration,and the joint is not easy to crack.After the peak load,the skeleton curve of the joints drops smoothly and stably,without losing stability,and has strong seismic performance.

prefabricated steel structurefully bolted rigid jointsloading systemseismic performanceAbaqus finite element

乔光华、程远兵、郭子龙、戚福周

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郑州升达经贸管理学院建筑工程学院,河南 郑州 451191

华北水利水电大学,河南 郑州 450045

中原工学院,河南 郑州 450007

装配式钢结构 全栓接刚节点 加载制度 抗震性能 Abaqus有限元

2025

兵器材料科学与工程
中国兵工学会 中国兵器工业集团第52研究所

兵器材料科学与工程

北大核心
影响因子:0.334
ISSN:1004-244X
年,卷(期):2025.48(1)