Application and Prospect of Analysis of Structures Based on Finite Element Method
DOI:
https://doi.org/10.54097/hset.v28i.4059Keywords:
Finite element method; structural analysis; nonlinear analysis; spatial modal.Abstract
The structural requirements of buildings are becoming more stringent and sophisticated as a result of the quick advancement of science and technology. Due to the limitations of the traditional structural mechanical analysis methods, the calculation results often have large deviations from the actual, and therefore cannot simulate the structural forces and displacements in a more realistic way. The emergence of the finite element method (FEM) makes these complex and irregular problems can be solved well. This paper analyzes the specific applications of FEM and its effectiveness on three typical space structures, namely, space trusses, foundation pits, and steel buildings. The results show that in the analysis of large trusses, the three-dimensional nonlinear finite element analysis using relevant analysis software has good accuracy in displacement calculation, seismic simulation, static force analysis, and structural optimization simulation. In the application of foundation pits, this method can also well simulate the force and deformation characteristics of soil under different working conditions. In steel structure, this method can be applied to steel design, steel slip, and steel top plate force analysis. By discussing the finite element method and related software applications, this paper expects to provide ideas for the analysis of some complex problems in the civil engineering industry and to provide some predictions and suggestions for further advancements.
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References
Yu, Dehao. Finite elements, natural boundary elements and Sim-geometric algorithms - important contributions of the Feng Kang school to the development of computational mathematics[J]. Higher Mathematics Research,2001(04):5-10.
Feng Kang, the founder of Chinese computational mathematics[J]. Computational Mathematics,2020,42(03):258-259+257.
Fu Chaojiang, Pan Qinfeng. Nonlinear finite element solution format for large complex space truss structures[J]. Journal of Fujian Engineering College, 2012, 10(01):1-4
Rui Su-Cheng, Mo Wei-Feng, Tang Jun-Fu, Guo Xiao-Zhe, Hua Yifan. Finite element modeling and modal analysis of space truss structure[J]. Fujian Building Materials, 2015(12):7-9.
Xiong Lizhong, Fu Yanan, Mao Haitao, Men Jinjie, Guo Zhengchao, Wang Hailong. Nonlinear finite element analysis of nodes in reinforced concrete column-steel beam (RCS) combinations considering spatial constraints [J]. Structural Engineer, 2017, 33(06):22-28.
Li Jiaheng. Finite element analysis of space truss based on ABAQUS [J]. Electronic Fabrication, 2017(17):48-49+83.
Xie Qimiao. Approximate finite element model analysis of spatial mesh structure[J]. Sichuan architecture, 2018, 38(04):208-209+212.
Liu Jinbiao. Structural optimization design of support shell based on finite element analysis [J]. Mechanical Engineering and Automation, 2015(05):48-49+52.
Wu Fengyuan,Ji Xuezhuang,Zhao Zihao,Zhang Yichao. ABAQUS-based finite element analysis of deformation of double-row piles and perimeter soil of piles [C]. Proceedings of the 19th Annual Shenyang Scientific Conference. [publisher unknown],2022:373-377.
Zhang Yanhui,Zhang Hongqiong. Research on finite element analysis of foundation pit design[J]. Juye,2022(05):176-178.
Luo C. H. Finite element analysis of foundation pit leakage based on pumping test[J]. Engineering Quality,2021,39(06):65-68.
Wang Lepeng. Finite element analysis and design suggestion of steel structure foundation short column steel bar bending hook[J]. Fujian Architecture,2022(04):50-53.
Lai Zerong. Study on cumulative slip process of large span steel structure based on finite element analysis[J]. Guangzhou Architecture,2021,49(05):25-28.
Yang Y, Tang X R, Tang L Y. Finite element analysis of contact surface performance of steel connection plates[J]. Journal of Changzhou Institute of Technology,2020,33(06):32-36.
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