Phân tích phá hủy mối ghép bu lông dầm cột khung thép nhà xưởng

Authors

  • Tuấn Nguyễn Văn Học viên cao học Trường Đại học Kinh tế Công nghiệp Long An Author

DOI:

https://doi.org/10.63783/

Keywords:

finite element method, failure analysis

Abstract

With the development of the construction industry, the necessity of steel structure design becomes more and more important. It is inevitable that more and more buildings are being built using a new type of structure. More tests have been carried out on the types of joints in structural steel that have been carried out. Along with that, the cost to be paid during the experiment is relatively large. The finite element method helps to reduce the cost in testing significantly. In this paper, the Finite Element Method will be applied through commercial ANSYS software to compare experimental results. The calculation results will simulate the large deformation period to show the failure of the joint.

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References

Gang, S., Yongiju, S. & Yuanqing, W. (2007). Behaviour of end-plate moment connections under earthquake loading. Engineering Structures, 29, 703-716.

Jeong, K., Joo-Cheol, Y. & Beom-Soo, K. (2007). Finite element analysis and modeling of structure with bolted joints. Applied Mathematical Modelling, 31, 895-911. Trang 6

Jie, Z. & Qi, W. (2013). A Finite Element Method for Solving 2D Contact Problems with Coulomb Friction and Bilateral Constraints. Beihang University, China.

Kuhl, D. & Meschke, G (2005). Finite Element Method in Linear Structural Mechanics, Institute for Structural Mechanics. University Bochum.

Yongjiu, S., Gang, S. & Yuanquing, W. (2007). Experimental and theoretical analysis of the moment-rotation behavior of stiffened extended end-plate connections. Journal of Constructional Steel Research, 63, 1279-1293.

Published

2022-12-28

How to Cite

Phân tích phá hủy mối ghép bu lông dầm cột khung thép nhà xưởng. (2022). TẠP CHÍ KINH TẾ - CÔNG NGHIỆP, 34, 86-91. https://doi.org/10.63783/