赵士永, 褚少辉, 付素娟. 粘钢加固钢梁的有限元分析[J]. 华北地震科学, 2017, 35(2): 15-20. DOI: 10.3969/j.issn.1003-1375.2017.02.003
引用本文: 赵士永, 褚少辉, 付素娟. 粘钢加固钢梁的有限元分析[J]. 华北地震科学, 2017, 35(2): 15-20. DOI: 10.3969/j.issn.1003-1375.2017.02.003
ZHAO Shi-yong, CHU Shao-hui, FU Su-juan. Finite Element Analysis of Steel Beam with Externally Bonded Steel[J]. North China Earthquake Sciences, 2017, 35(2): 15-20. DOI: 10.3969/j.issn.1003-1375.2017.02.003
Citation: ZHAO Shi-yong, CHU Shao-hui, FU Su-juan. Finite Element Analysis of Steel Beam with Externally Bonded Steel[J]. North China Earthquake Sciences, 2017, 35(2): 15-20. DOI: 10.3969/j.issn.1003-1375.2017.02.003

粘钢加固钢梁的有限元分析

Finite Element Analysis of Steel Beam with Externally Bonded Steel

  • 摘要: 粘钢加固钢结构的主要优点是无需焊接,避免了因焊接引起的变形、应力等,在负荷的情况下也可容易实现。利用有限元软件abquse对粘钢加固工字形钢进行了分析研究,结果显示:模拟计算结果与试验结果基本吻合,所建模型是可靠的;粘贴钢板厚度小于5 cm时,随着厚度的增加,钢梁的承载力和刚度都有所提升,粘贴钢板厚度超过5 cm后,厚度增大对钢梁承载力影响不明显;粘贴钢板强度变化对钢梁的承载力和刚度影响不大。

     

    Abstract: The main advantage of steel beam with steel-bonded reinforcement is to avoid the deformation and stress induced by welding, and it is easy to achieve under load. The I shape steel beam strengthened by bond steel is simulated and analyzed by ABAQUS. The results show that:the simulation results are consistent with the experimental results, and the model is reliable. As the steel plate thickness is less than 5 cm, bearing capacity and stiffness are improved with the increase of the thickness of steel, and when the steel plate is more than 5 cm, the increase of the thickness of the steel bearing capacity is not obvious; there will little influence on the bearing capacity of steel beams and stiffness with the change of the paste steel.

     

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