Vol. 22, No. 3, pp. 275-285 (2026)
HYSTERETIC BEHAVIOR OF H-SECTION ALUMINUM ALLOY MEMBERS UNDER AXIAL LOADING: EXPERIMENTAL AND NUMERICAL STUDY
Xiao-Nong Guo 1, Yin Zou 1 and Xing-Ye Wang 2, *
1 College of Civil Engineering, Tongji University, Shanghai 200092, China
2 Railway Engineering Research Institute, China Academy of Railway Sciences Corporation Limited, Beijing 100081, China
*(Corresponding author: E-mail:This email address is being protected from spambots. You need JavaScript enabled to view it.)
Received: 30 April 2025; Revised: 17 September 2025; Accepted: 20 September 2025
DOI:10.18057/IJASC.2026.22.3.3
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ABSTRACT
This study investigates the hysteretic behavior of aluminum alloy members in gusset joint latticed shells. Due to the low elastic modulus of aluminum alloys and the weak-axis buckling susceptibility of H-shaped members, their hysteretic behavior is complex. However, studies remain limited, particularly on their axial compression and tension behavior under varying buckling modes. The research combines experimental and numerical approaches. Hysteretic loading tests were conducted on 11 aluminum alloy members under axial loading. A refined finite element (FE) model was developed to simulate the process, followed by a pin-ended member model for parametric analysis considering slenderness ratio, cross-sectional parameters, initial geometric imperfection, and tensile/compressive displacement amplitudes. A multi-scale latticed shell model was then constructed to evaluate the effectiveness of segmented beam elements in capturing hysteresis. Results show that compression buckling significantly reduces bearing capacity, though tensile loading mitigates residual deformation. Higher slenderness ratios and greater initial imperfections worsen post-buckling degradation and alter hysteresis curves. The multi-scale analysis confirms the accuracy of the four-segment B32OS beam element in modeling hysteresis. This study addresses a gap in hysteretic behavior research of aluminum alloy members and provides essential data and modeling guidance for the seismic design of aluminum alloy latticed shells.
KEYWORDS
Aluminum alloy members, Cyclic loading, Hysteretic behavior, Finite element simulation, Numerical Simulation, Beam elements
REFERENCES
[1] Liu H, Ying J, Chen Z, et al. Research status of mechanical properties of aluminum alloy grid structure[C]//Structures. Elsevier, 2024, 61: 105967. https://doi.org/10.1016/j.istruc.2024.105967
[2] Sun Y. The use of aluminum alloys in structures: Review and outlook[C]//Structures. Elsevier, 2023, 57: 105290. https://doi.org/10.1016/j.istruc.2023.105290
[3] Osgood W R, Holt M. The Column Strength of Two Extruded Aluminum-Alloy H-Sections[J]. Technical Report Archive & Image Library, 1938.
[4] Holt M. Tests on built up columns of structural aluminum alloys[J]. Journal of Transportation Engineering, ASCE, 1940(105): 196-219. https://doi.org/10.1061/TACEAT.0005242
[5] Georgantzia E, Gkantou M, Kamaris G S. Aluminium alloys as structural material: A review of research[J]. Engineering Structures, 2021, 227: 111372. https://doi.org/10.1016/j.engstruct.2020.111372
[6] Guo X, Liang S, Shen Z. Experiment on aluminum alloy members under axial compression[J]. Frontiers of Structural and Civil Engineering, 2015, 9: 48-64. https://doi.org/10.1007/s11709-014-0271-9
[7] Liu H, Xiong Y, Chen Z, et al. Compressive performance of H-shaped aluminium alloy members with web openings[J]. Engineering Structures, 2022, 266: 114595. https://doi.org/10.1016/j.engstruct.2022.114595
[8] Xiong Y, Liu H, Chen Z, et al. Flexural performance of H-shaped aluminium alloy members with web openings[J]. Thin-Walled Structures, 2023, 185: 110627. https://doi.org/10.1016/j.tws.2023.110627
[9] Zhu S, Guo X, Liu X, et al. The in-plane effective length of members in aluminum alloy latticed shell with gusset joints[J]. Thin-Walled Structures, 2018, 123: 483-491. https://doi.org/10.1016/j.tws.2017.10.033
[10] Sun G, Li B, Wu J. Mechanical performance analysis method for ribbed H-section aluminum alloy members with initial curvature and torsion angle[J]. Thin-Walled Structures, 2025, 206: 112662. https://doi.org/10.1016/j.tws.2024.112662
[11] Wang Y Q, Yuan H X, Chang T, et al. Compressive buckling strength of extruded aluminium alloy I-section columns with fixed-pinned end conditions[J]. Thin-Walled Structures, 2017, 119: 396-403. https://doi.org/10.1016/j.tws.2017.06.034
[12] Yuan H X, Wang Y Q, Chang T, et al. Local buckling and postbuckling strength of extruded aluminium alloy stub columns with slender I-sections[J]. Thin-Walled Structures, 2015, 90: 140-149. https://doi.org/10.1016/j.tws.2015.01.013
[13] Wang Z X, Wang Y Q, Sojeong J, et al. Experimental investigation and parametric analysis on overall buckling behavior of large-section aluminum alloy columns under axial compression[J]. Thin-walled structures, 2018, 122: 585-596. https://doi.org/10.1016/j.tws.2017.11.003
[14] Adeoti G O, Fan F, Wang Y, et al. Stability of 6082-T6 aluminium alloy columns with H-section and rectangular hollow sections[J]. Thin-walled structures, 2015, 89: 1-16. https://doi.org/10.1016/j.tws.2014.12.002
[15] Čudina I, Skejić D. Extruded aluminium alloy members subjected to axial compression–A comprehensive review[J]. Engineering structures, 2025, 326: 119536. https://doi.org/10.1016/j.engstruct.2024.119536
[16] Guo X, Wang L, Shen Z, et al. Constitutive model of structural aluminum alloy under cyclic loading[J]. Construction and Building Materials, 2018, 180: 643-654. https://doi.org/10.1016/j.engstruct.2024.119536
[17] Pisapia A, Nastri E, Piluso V, et al. Experimental campaign on structural aluminium alloys under monotonic and cyclic loading[J]. Engineering Structures, 2023, 282: 115836. https://doi.org/10.1016/j.engstruct.2023.115836
[18] Branco R, Costa J D, Borrego L P, et al. Effect of strain ratio on cyclic deformation behaviour of 7050-T6 aluminium alloy[J]. International Journal of Fatigue, 2019, 129: 105234.
[19] Kourousis K I, Dafalias Y F. Constitutive modeling of Aluminum Alloy 7050 cyclic mean stress relaxation and ratcheting[J]. Mechanics Research Communications, 2013, 53: 53-56. https://doi.org/10.1016/j.ijfatigue.2019.105234
[20] Guo X, Zhu S, Liu X, et al. Experimental study on hysteretic behavior of aluminum alloy gusset joints[J]. Thin-Walled Structures, 2018, 131: 883-901. https://doi.org/10.1016/j.tws.2018.02.033
[21] Wu J, Li Y, Sun G, et al. Experimental and numerical analyses of the hysteretic performance of an arched aluminium alloy gusset joint[J]. Thin-Walled Structures, 2022, 171: 108765. https://doi.org/10.1016/j.tws.2021.108765
[22] Xu S, Chen Z, Wang X, et al. Hysteretic out-of-plane behavior of the Temcor joint[J]. Thin-walled structures, 2015, 94: 585-592. https://doi.org/10.1016/j.tws.2015.05.007
[23] Liu H, Li B, Chen Z, et al. Damage analysis of aluminum alloy gusset joints under cyclic loading based on continuum damage mechanics[J]. Engineering Structures, 2021, 244: 112729. 112729. https://doi.org/10.1016/j.engstruct.2021.112729
[24] Chen X, Zhang Z. Theoretical research on aluminium members under cyclic axial loading[C]//5th International Conference on Civil Engineering and Transportation. Atlantis Press, 2015: 226-229.
[25] Wu J, Zheng J, Sun G. Experimental and numerical analyses on aluminium alloy H-section members under eccentric cyclic loading[J]. Thin-Walled Structures. 2021, 162: 107532. https://doi.org/10.1016/j.tws.2021.107532
[26] Zhang Y, Luo Y, Guo X, et al. An updated parametric hysteretic model for steel tubular members considering compressive buckling[J]. Journal of Constructional Steel Research, 2021, 187: 106953. https://doi.org/10.1016/j.jcsr.2021.106953
[27] Dicleli M, Calik E E. Physical theory hysteretic model for steel braces[J]. Journal of structural engineering. 2008, 134(7): 1215-1228. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:7(1215)
[28] Uriz P, Filippou F C, Mahin S A. Model for cyclic inelastic buckling of steel braces[J]. Journal of structural engineering (New York, N. Y. ). 2008, 134(4): 619-628. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:4(619)
[29] Sun G, Xiao S, Wu J, et al. Shaking table test and simulation on seismic performance of aluminum alloy reticulated shell structures under elastic and elastic-plastic stage[J]. Journal of Building Engineering, 2024, 97: 110878. https://doi.org/10.1016/j.jobe.2024.110878
[30] Sun G, Xiao S, Wu J, et al. Experimental and numerical simulation on seismic failure of aluminum alloy reticulated shell[J]. Journal of Constructional Steel Research, 2024, 221: 108905. https://doi.org/10.1016/j.jcsr.2024.108905
[31] GB/T 228-2002, Metallic Materials-tensile Testing at Ambient Temperature, 2002. (In Chinese).
[32] Shi Y P, Zhou Y. Detailed examples of ABAQUS finite element analysis[J]. 2006. (In Chinese).
[33] GB 50429-2007, Code for Design of Aluminium Structures, 2007. (In Chinese).
