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author:

Kong, Wenyuan (Kong, Wenyuan.) [1] | Yang, Hang (Yang, Hang.) [2] | Zhou, Liang (Zhou, Liang.) [3] | Xing, Zhiquan (Xing, Zhiquan.) [4] | Chen, Yu (Chen, Yu.) [5] | Chen, Wei (Chen, Wei.) [6] | Lin, En (Lin, En.) [7]

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EI

Abstract:

Aluminum alloy components have the advantages of light weight, high strength, favorable machinability, and good acid corrosion resistance, which can greatly reduce maintenance costs and easy to make the structures with beautiful appearance. Based on the shortcomings of existing research fields, the stability of H-type section 6082-T6 aluminum alloy perforated members under axial compression and eccentric compression around weak axis is studied by combining experimental and numerical simulation methods in this paper. The test results of aluminum alloy members under axial compression and aluminum alloy members under eccentric compression around weak axis with different web opening numbers, opening diameters, slenderness ratios and eccentric distances are analyzed. The verified finite element model is used to carry out the extensive parameter analysis focusing on the key variables. Based on the test and numerical simulation results of the stability bearing capacity of 134 members, the design methods for H-type section aluminum alloy perforated members under axial compression and eccentric compression are proposed and evaluated by reference to the existing specification. © 2023

Keyword:

Acid resistance Aluminum alloys Aluminum corrosion Axial compression Bearing capacity Corrosion resistance Corrosion resistant alloys Design High strength alloys Numerical methods Numerical models Stability

Community:

  • [ 1 ] [Kong, Wenyuan]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 2 ] [Yang, Hang]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 3 ] [Zhou, Liang]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 4 ] [Xing, Zhiquan]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 5 ] [Xing, Zhiquan]International and Hong Kong, Macao and Taiwan Joint Laboratory of Structural Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 6 ] [Chen, Yu]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 7 ] [Chen, Yu]International and Hong Kong, Macao and Taiwan Joint Laboratory of Structural Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 8 ] [Chen, Wei]International and Hong Kong, Macao and Taiwan Joint Laboratory of Structural Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 9 ] [Chen, Wei]Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong
  • [ 10 ] [Chen, Wei]Chinese National Engineering Research Centre for Steel Construction (Hong Kong Branch), The Hong Kong Polytechnic University, Hong Kong
  • [ 11 ] [Lin, En]Fujian Rongsheng Municipal Engineering Co., Ltd., Xiamen; 361000, China

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Source :

Thin-Walled Structures

ISSN: 0263-8231

Year: 2024

Volume: 195

5 . 7 0 0

JCR@2023

Cited Count:

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SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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