Technical Papers
Feb 24, 2024

Study on Constitutive Model of Cyclic Elastoplastic Behavior of 6082-T6 Aluminum Alloy

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 5

Abstract

This paper aims to propose an improved constitutive model based on the classical Chaboche mixed hardening model to describe the cyclic elastoplastic behavior of 6082-T6 aluminum alloy. First, 16 specimens from 6082-T6 aluminum alloy were tested under monotonic and cyclic loads. The variation law of the backstress, yield surface size, elastic modulus, and peak stress with equivalent plastic strain was obtained and analyzed. The results show that the kinematic hardening before and after the load reversal had a significant difference. Meanwhile, the elastic modulus and yield surface radius experienced a rapid decay at the early stage of equivalent plastic strain growth and then tended to flatten out. Based on these phenomena, a modified constitutive model based on the classical Chaboche mixed hardening model was proposed. The evolutions of isotropic hardening/softening, backstress, and elastic modulus were introduced. Then, the model was introduced to the ABAQUS software by the user subroutine to define a material’s mechanical behavior (UMAT) subroutine and corresponding parameters were provided. Finally, the proposed constitutive model was proven to capture the cyclic elastoplastic properties of 6082-T6 aluminum alloy well and had a significant improvement on the classical Chaboche mixed hardening model. Among them, the constitutive model can accurately describe the initial yield surface of 6082-T6, with an accuracy improvement of 26.6% compared to the Chaboche mixed hardening model, and an accuracy improvement of 7.44% in describing changes in elastic modulus.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors gratefully acknowledge the financial support of the National Research Project Cultivation Fund of Southeast University Chengxian College (2022NCF005) and the National Natural Science Foundation of China (No. 52278153).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 5May 2024

History

Received: May 18, 2023
Accepted: Oct 27, 2023
Published online: Feb 24, 2024
Published in print: May 1, 2024
Discussion open until: Jul 24, 2024

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Ph.D. Candidate, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast Univ., Jiulonghu Campus, Nanjing 211189, China. Email: [email protected]
Shenggang Fan [email protected]
Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast Univ., Jiulonghu Campus, Nanjing 211189, China (corresponding author). Email: [email protected]
Ph.D. Candidate, School Civil and Environmental Engineering, Nanyang Technol Univ., Singapore 639798. Email: [email protected]
Daoyang Dong [email protected]
Master’s Candidate, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast Univ., Jiulonghu Campus, Nanjing 211189, China. Email: [email protected]
Meijing Liu [email protected]
Associate Professor, Dept. of Civil Engineering, Southeast Univ., Chengxian College, Nanjing 210088, China. Email: [email protected]
Master’s Candidate, Dept. of Civil Engineering, Southeast Univ., Chengxian College, Nanjing 210088, China. Email: [email protected]

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