Abstract
Accurate prediction of ductile fracture requires determining the material properties, including the parameters of the constitutive and ductile fracture model, which represent the true material response. Conventional calibration of material parameters often relies on a trial-and-error approach, in which the parameters are manually adjusted until the corresponding finite element model results in a response matching the experimental global response. The parameter estimates are often subjective. To address this issue, in this paper we treat the identification of material parameters as an optimization problem and introduce the particle swarm optimization (PSO) algorithm as the optimization approach. We provide material parameters of two uncoupled ductile fracture models—the Rice and Tracey void growth model (RT-VGM) and the micro-mechanical void growth model (MM-VGM), and a coupled model—the Gurson-Tvergaard-Needleman (GTN) model for ASTM A36, A572 Gr. 50, and A992 structural steels using an automated PSO method. By minimizing the difference between the experimental results and finite element simulations of the load-displacement curves for a set of tests of circumferentially notched tensile (CNT) bars, the calibration procedure automatically determines the parameters of the strain hardening law as well as the uncoupled models and the coupled GTN constitutive model. Validation studies show accurate prediction of the load-displacement response and ductile fracture initiation in V-notch specimens, and confirm the PSO algorithm as an effective and robust algorithm for seeking ductile fracture model parameters. PSO has excellent potential for identifying other fracture models (e.g., shear modified GTN) with many parameters that can give rise to more accurate predictions of ductile fracture. Limitations of the PSO algorithm and the current calibrated ductile fracture models are also discussed in this paper.
概要
目的
准确预测延性断裂需要确定材料参数(包括本构参数和延性断裂模型参数), 以反映真实的材料响应. 传统的材料参数标定方法往往依赖于试错法, 需手动调整参数, 直到相应的有限元模型得到与实验结果相匹配的材料力学响应. 参数估计的过程通常是主观的. 为了解决这一问题, 本文将材料断裂参数辨识问题转化为优化问题, 并引入粒子群优化(PSO)算法作为优化方法.
创新点
1. 基于粒子群优化算法, 给出了自动识别钢材应变硬化参数的方法;2. 建立了ASTM结构钢材Gurson-Tvergaard-Needleman(GTN)损伤模型的参数识别方法.
方法
1. 通过圆形缺口杆件的拉伸试验, 以试验和有限元模拟的载荷-位移曲线差值为目标方程, 采用PSO优化算法及参数自动校准程序, 以最小化目标方程确定应变硬化准则和非耦合断裂模型的参数;2. 基于文献调研的结果, 确定GTN模型各参数的合理取值范围, 以此确定PSO算法中参数的取值, 从而能够高效、 准确地确定GTN参数.
结论
1. PSO算法能够准确地预测V形缺口试件的载荷-位移响应和延性断裂萌发, 是一种识别延性断裂模型参数的有效算法;2. PSO在识别其他具有更多参数的断裂模型(如剪切修正GTN模型)方面具有很好的潜力, 这些模型可以更准确地预测延性断裂.
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Acknowledgments
This work is supported by the National Natural Science Foundation of China (No. 51908416), the Shanghai Pujiang Program (No. 19PJ1409500), and the Fundamental Research Funds for the Central Universities, China. The authors would like to particularly thank Ravi KIRAN (North Dakota State University, USA) for sharing test data.
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Ya-zhi ZHU and Shi-ping HUANG designed the research. Hao HONG processed the corresponding data. Ya-zhi ZHU wrote the first draft of the manuscript. Shi-ping HUANG helped to organize the manuscript. Hao HONG revised and edited the final version.
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Ya-zhi ZHU, Shi-ping HUANG, and Hao HONG declare that they have no conflict of interest.
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Zhu, Yz., Huang, Sp. & Hong, H. Identification of ductile fracture model parameters for three ASTM structural steels using particle swarm optimization. J. Zhejiang Univ. Sci. A 23, 421–442 (2022). https://doi.org/10.1631/jzus.A2100369
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DOI: https://doi.org/10.1631/jzus.A2100369
Key words
- Parameter calibration
- Void growth model (VGM)
- Gurson-Tvergaard-Needleman (GTN) model
- A36 steel
- A572 Gr. 50 steel
- A992 steel
- Particle swarm optimization (PSO)