首页|钢桁架在冲击荷载作用下的动态响应研究

钢桁架在冲击荷载作用下的动态响应研究

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圆钢管桁架在土木工程和海洋工程领域应用较多,除了承受竖向荷载外,还易遭受冲击偶然荷载作用.以偏心质量下抵抗冲击荷载的钢桁架为研究对象,利用LS-DYNA软件建立了节点冲击有限元模型.从破坏特征、冲击响应和耗能能力等方面研究了其抗冲击能力,对冲击次数、冲击速度和钢材屈服强度进行了参数分析,最后基于有限元模拟结果,提出了主管凹陷变形与转角之间的表达式.结果表明:经历多次摆锤冲击后,主管发生严重的凹陷变形,刚度显著降低;冲击速度达到3.0 m·s-1时,冲击力峰值提高了84.8%,冲击区域支管节点发生挤压弯曲破坏,主管凹陷变形是主要的耗能机制.有限元模拟结果可为提高实际钢桁架的抗冲击性能提供参考.
Dynamic Response of Steel Truss Under Impact Loading
Circular steel tube truss is mainly used in civil engineering and marine engineering.In addition to vertical load,it is also vulnerable to impact accidental load.In this paper,the impact resistance of steel truss under eccentric mass was taken as the research object,and the finite element model of joint impact was established using LS-DYNA software.The impact resistance was studied from the aspects of failure characteristics,impact response and energy dissipation capacity.The parameters of impact times,impact velocity and steel yield strength were analyzed.Finally,based on the finite element simulation results,the expression between the deformation of the main pipe and the rotation angle was proposed.The results show that the main pipe has serious depressed deformation and significant reduction in stiffness after multiple pendulum impacts.When the impact speed reaches 3.0 m·s-1,the peak impact force increases by 84.8%.The branch pipe joints in the impact area have extrusion bending failure.The main pipe depression is the main energy dissipation mechanism,and the finite element simulation results provide a basis for improving the impact resistance of the actual steel truss.

steel trussfinite element analysisdeformation mechanismimpact resistancefailure mode

张纪刚、时成龙、闫清峰、刘菲菲

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青岛理工大学 土木工程学院,山东 青岛 266520

青岛理工大学 山东省高等学校蓝色经济区工程建设与安全协同创新中心,山东 青岛 266033

钢桁架 有限元分析 变形机理 抗冲击性能 破坏模式

国家自然科学基金国家自然科学基金NSFC-山东联合基金山东省自然科学基金山东省自然科学基金

5237830452108282U2106222ZR2021QE053ZR2022ME065

2024

建筑钢结构进展
同济大学

建筑钢结构进展

CSTPCD北大核心
影响因子:0.806
ISSN:1671-9379
年,卷(期):2024.26(10)