Technical Papers
Sep 21, 2020

Damage-Plastic Constitutive Model of Thin-Walled Circular Steel Tubes for Space Structures

Publication: Journal of Engineering Mechanics
Volume 146, Issue 12

Abstract

In this paper, we establish a coupled damage-plastic constitutive model in the scheme of small deformation assumption, based on a continuum damage mechanics model proposed by Lemaitre, for the thin-walled circular steel tubes widely used in space structures. First, a new damage evolution law is developed for steel tubes. Then the isotropic damage-plastic constitutive model is created within the thermodynamics framework. In addition, the numerical integration algorithm for the proposed model is formulated based on the well-established operator split methodology and is implemented into ANSYS through the user-defined material subroutines. The uniaxial tension test and the spatial hysteresis experiment for thin-walled circular steel tubes are performed, which serves as calibration conditions for the new proposition. The model parameters are determined by the inverse optimization method and the least squares fitting method. Numerical results obtained from the proposed and Lemaitre model are compared with experimental data obtained by spatial hysteresis, and the predictive ability of both models is discussed in terms of the force-displacement hysteretic curves, the initiation and propagation of fracture, and the evolution of the damage variable. It is illustrated that the established model presents a good agreement with experimental observation. Furthermore, it performs a better prediction compared to Lemaitre’s model. Lemaitre’s model is able to predict the correct location for fracture onset but fails to capture the potential path of fracture propagation and the displacement at the fracture.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are proprietary or confidential in nature and may only be provided with restrictions.

Acknowledgments

This study was funded by the Guangxi Natural Science Foundation (2018JJB160052), a research grant from the Talent of Guangxi Plan (T3030097947), the starting research grant for High-Level Talents from Guangxi University (A3030051003), the Science and Technology Major Project of Guangxi Province (AA18118029), and the Luxembourg National Research Fund for Intuitive Modeling and SIMulation Platform (IntuiSIM) (PoC17/12253887).

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Journal of Engineering Mechanics
Volume 146Issue 12December 2020

History

Received: Jan 29, 2020
Accepted: May 18, 2020
Published online: Sep 21, 2020
Published in print: Dec 1, 2020
Discussion open until: Feb 21, 2021

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Sheng He, Ph.D. [email protected]
College of Civil Engineering and Architecture, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi Key Laboratory of Disaster Prevention and Structural Safety, Guangxi Univ., Nanning 530004, PR China. Email: [email protected]
Yongchao Nie [email protected]
Master, College of Civil Engineering and Architecture, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi Key Laboratory of Disaster Prevention and Structural Safety, Guangxi Univ., Nanning 530004, PR China. Email: [email protected]
Stéphane P. A. Bordas [email protected]
Professor, Institute of Computational Engineering, Univ. of Luxembourg, Maison du Nombre, 6 Ave. de la Fonte, 4364 Esch-sur-Alzette, Luxembourg; Dept. of Medical Research, China Medical Univ. Hospital, China Medical Univ., Taichung 400, Taiwan. Email: [email protected]
College of Civil Engineering and Architecture, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi Key Laboratory of Disaster Prevention and Structural Safety, Guangxi Univ., Nanning 530004, PR China (corresponding author). ORCID: https://orcid.org/0000-0002-0735-3867. Email: [email protected]

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