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基于ABAQUS的"Y"字型钢柱稳定性分析

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以广深港高铁虎门站站房改扩建及配套工程项目为背景,对该项目中应用的"Y"字型钢柱稳定性进行分析.采用ABAQUS软件对"Y"字型钢柱稳定性进行数值模拟,分析了"Y"字型钢柱的截面性质、应力分布、屈曲模态和失稳机理.通过模拟结果可知,该结构薄弱点出现在钢箱梁与左右两根钢斜柱的连接处,设计及施工时应采取加强措施.三角形整体结构传力路径十分合理,在正常使用及一定程度上的超重加载时仍能保持良好的整体形态,可以保障使用安全.
Stability Analysis of"Y"Shaped Steel Column Based on ABAQUS
The stability of"Y"shaped steel column used in Guangzhou-Shenzhen-Hong Kong high-speed Railway Humen Station renovation and extension project is analyzed.By using ABAQUS software,the stability of"Y"shaped steel column is numerically simulated.The section properties,stress distribution,buckling modes and instability mechanism of"Y"shaped steel column are analyzed.Through the simulation results,it can be seen that the weak point of the structure appears at the joint of the steel box girder and the left and right steel inclined columns,and the strengthening measures should be taken during design and construction.The force transmission path of the triangular structure is very reasonable,and it can maintain a good overall shape in normal use and to a certain extent under heavy loading,so as to ensure the safety of use.

"Y"shaped steel columnstability analysisABAQUSnumerical modeling

康胜国

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中铁建设集团南方公司,广东 广州 511400

"Y"字型钢柱 稳定性分析 ABAQUS 数值模拟

中铁建设集团有限公司科技研发计划(2022)

22-06b

2024

建材技术与应用
山西综合职业技术学院

建材技术与应用

影响因子:0.74
ISSN:1009-9441
年,卷(期):2024.(3)
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