A New Continuous Strength Method for Prediction of Strain-Hardening Performance of High-Strength Aluminum Alloy Cylindrical Columns

被引:0
作者
Chen, Lihui [1 ]
Xu, Weikai [1 ]
Chen, Yusong [1 ]
Sun, Weipeng [2 ]
机构
[1] Suqian Univ, Sch Civil Engn & Architecture, Suqian 223800, Peoples R China
[2] Jilin Univ, Sch Math, Changchun 130012, Peoples R China
关键词
axial compression; cross-sectional resistance; high-strength aluminum alloy; strain hardening; continuous strength method; STEEL TUBULAR SECTIONS; STRUCTURAL PERFORMANCE; ULTIMATE CAPACITY; HOLLOW SECTIONS; CROSS-SECTIONS; DESIGN; COMPRESSION; RESISTANCE; MEMBERS; SHS;
D O I
10.3390/buildings14103055
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper aims to develop a new continuous strength method (CSM) to more accurately predict the strain-hardening characteristics of high-strength aluminum alloy circular hollow sections (CHSs) under axial compression. A total of 11 stub column specimens made of 7A04-T6 and 6061-T6 aluminum alloys underwent testing. Additionally, 16 sets of experiment data were gathered from open sources, encompassing various aluminum alloy types such as 6082-T6, 6061-T6, and 6063-T5. Validated by experimental result, the finite element (FE) model was applied in a series of comprehensive parameter studies, supplementing the limited test result of high-strength aluminum alloy stub columns. Based on the experiment and FE results, this paper proposes a new CSM relation to determine the cross-sectional resistance of high-strength non-slender CHS aluminum alloys under compression. The cross-sectional resistance obtained from tests are compared with predicted strengths determined using the European code, as well as the solution of the CSM proposed in a previous study and in this paper. The comparison illustrates that the strength predictions in the European code and the previous study are conservative. Compared with the European code and the previous study, the strength prediction formula proposed in this paper improves accuracy by 11% and 5%, respectively, while reducing scatter by 8.4% and 2%, respectively.
引用
收藏
页数:15
相关论文
共 42 条
  • [1] The continuous strength method for structural stainless steel design
    Afshan, S.
    Gardner, L.
    [J]. THIN-WALLED STRUCTURES, 2013, 68 : 42 - 49
  • [2] Aluminum Association, 2020, Aluminum Design Manual
  • [3] [Anonymous], 2010, 22812010 GBT
  • [4] [Anonymous], 2007, BS EN 1999-1-1
  • [5] [Anonymous], 2007, GB 50429: Code for Design of Aluminium Structures
  • [6] [Anonymous], 1997, 16641 ASNZS
  • [7] Experimental Study on Ferritic Stainless Steel RHS and SHS Cross-sectional Resistance Under Combined Loading
    Arrayago, I.
    Real, E.
    [J]. STRUCTURES, 2015, 4 : 69 - 79
  • [8] Compression resistance of aluminium stub columns using Continuous Strength Method
    Ashraf, M.
    Young, B.
    [J]. TUBULAR STRUCTURES XIII, 2010, : 257 - +
  • [9] Structural stainless steel design: Resistance based on deformation capacity
    Ashraf, Mahmud
    Gardner, Leroy
    Nethercot, David A.
    [J]. JOURNAL OF STRUCTURAL ENGINEERING, 2008, 134 (03) : 402 - 411
  • [10] Variational modelling of local-global mode interaction in long rectangular hollow section struts with Ramberg-Osgood type material nonlinearity
    Bai, Li
    Wadee, M. Ahmer
    Kollner, Anton
    Yang, Jian
    [J]. INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2021, 209