Full-Range Stress-Strain Curves for Aluminum Alloys

被引:100
作者
Yun, Xiang [1 ,2 ]
Wang, Zhongxing [3 ]
Gardner, Leroy [2 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
[2] Imperial Coll London, Dept Civil & Environm Engn, South Kensington Campus, London SW7 2AZ, England
[3] Tianjin Univ, Res, Sch Civil Engn, Key Lab Coast Civil Struct Safety,China Minist Ed, Tianjin 300072, Peoples R China
关键词
Aluminum alloys; Constitutive modeling; Material modeling; Ramberg-Osgood model; Stress-strain curves; Numerical modeling; STAINLESS-STEEL; ULTIMATE STRENGTH; PARAMETRIC ANALYSIS; BUCKLING BEHAVIOR; COLUMNS; STABILITY; MEMBERS; DESIGN; BEAMS; SHEAR;
D O I
10.1061/(ASCE)ST.1943-541X.0002999
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Aluminum alloys are being increasingly used in a wide range of construction applications owing to their sound mechanical properties, lightness in weight, strong corrosion resistance, ability to be formed into complex and efficient cross-sectional shapes, and natural aesthetics. Aluminum alloys are characterized by a rounded stress-strain response, with no sharply defined yield point. Such behavior can be accurately represented using Ramberg-Osgood-type equations. In the present study, use of a two-stage Ramberg-Osgood model to describe the full-range stress-strain behavior of aluminum alloys is proposed and, following careful analysis of a comprehensive database of aluminum alloy coupon test data assembled from the literature, standardized values or predictive expressions for the required input parameters are derived. The experimental database includes over 700 engineering stress-strain curves obtained from 56 sources and covers five common aluminum alloy grades: 5052-H36, 6061-T6, 6063-T5, 6082-T6, and 7A04-T6. The developed model is shown to be more accurate in predicting the full-range stress-strain response of aluminum alloys than existing expressions, and is suitable for use in the analytical modeling, numerical simulation, and advanced design of aluminum alloy structures. (C) 2021 American Society of Civil Engineers.
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收藏
页数:15
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