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高层建筑加固用轻质钢结构材料的抗冲击性能研究

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由于轻质钢结构加固高层建筑的频繁使用,研究其受到冲击载荷时的结构稳定性具有重要意义.以轻质钢结构加固增高建造的高层建筑为研究对象,用Ansys有限元软件构建有限元模型,经单元选取、网格划分等,在软件中设定冲击载荷,基于有限元模型,测试3个冲击阶段模型变形情况.绘制不同冲击时刻冲击力时程曲线,计算冲击速度对结构位移的影响,生成梁、柱的应力云图.结果表明:3个冲击阶段后,轻质钢结构模型出现明显变形但未坍塌,能够抵抗较高冲击力;冲击后期,冲击力下降,轻质钢结构的柱端冲击力更高;冲击速度为75 m/s时,结构最大位移约为0.55 m,虽然结构发生变形但冲击能量被吸收,未出现坍塌;冲击峰值下,轻质钢结构柱端应力明显上升,但无严重变形,具有较高抗冲击性能.
Study on impact resistance of lightweight steel structural materials for reinforcement of high-rise buildings
Due to the frequent use of lightweight steel structures in reinforced high-rise buildings,it is of great significance to study their structural stability under impact loads.In this paper,a high-rise building with light steel structure reinforcement and elevation construction was studied.The finite element model was constructed with Ansys finite element software,and the elements were selected and the grid was divided.The impact load was set in the software,and the deformation of the model in three impact stages was tested based on the finite element model.The impact time history curves of different impact times were drawn,the influence of impact velocity on structural displacement was calculated,and the stress nephogram of beam and column was generated.The results show that after three impact stages,the lightweight steel structure model has obvious deformation but does not collapse,which can resist high impact force.In the later period of impact,the impact force is decreasing,and the impact force at the column end of light steel structure is higher.When the impact velocity is 75 m/s,the maximum displacement of the structure is close to 0.55 m.Although the structure deforms,the impact energy is absorbed and no collapse occurs.At the peak of impact,the end stress of the light steel structure column increases obviously,but there is no serious deformation,and it has high impact resistance.

high-rise buildinglightweight steel structureimpact resistancefinite elementimpact loadimpact duration

张瑞、刘强、陈乐意、马比阿伟

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南昌工学院建筑与环境工程学院,江西 南昌 330108

高层建筑 轻质钢结构 抗冲击性能 有限元 冲击载荷 冲击时程

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)