Issue |
E3S Web Conf.
Volume 260, 2021
2021 International Conference on Advanced Energy, Power and Electrical Engineering (AEPEE2021)
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|
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Article Number | 03022 | |
Number of page(s) | 5 | |
Section | Electrical Engineering and Automation | |
DOI | https://doi.org/10.1051/e3sconf/202126003022 | |
Published online | 19 May 2021 |
Simulation application of ALC external wall panel on rigid column frame brace system
1 Department of Civil Engineering, Henan Technical College of Construction, Zhengzhou, China
2 College of Engineering and Architecture, Henan University of Technology, Zhengzhou, China
3 CSCEC Science & Technology Henan Co., Ltd., Zhengzhou 450000, China
* Corresponding author: chenwx@haut.edu.cn
Taking a building under construction as an example, based on ABAQUS software, studies the failure mode, hysteretic curve, displacement ductility and energy consumption capacity of ALC external wall panel under three working conditions of assembled stiffened column frame brace system, assembled frame system and cast-in-place frame system.The simulation results show that:1.Under the action of low cycle load, the assembled stiffened column frame support system has no damage,the maximum stress value is 6.98 MPa, which is located at the position of steel plate at the column bottom; 2.Under the condition of ALC hanging wall plate, the structure ductility is better; 3.Part of the energy consumption is borne by the light material hanging wall plate, and the stiffened column frame support system has higher energy consumption capacity.The assembled ALC external wall panel based on the rigid column frame support system has better mechanical performance, can significantly improve the energy consumption capacity of the overall structure, and has high construction feasibility,economy and engineering application value.
© The Authors, published by EDP Sciences, 2021
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