Developing constitutive model parameters via a multi-scale approach

被引:9
作者
Anglin B.S. [1 ]
Gockel B.T. [2 ,3 ]
Rollett A.D. [3 ]
机构
[1] Materials Response and Design Branch, US Army Research Laboratory, 4600 Deer Creek Loop, Aberdeen Proving Ground, 21005, MD
[2] U.S. Air Force Research Laboratory, Wright-Patterson, 45433-7817, OH
[3] Department of Materials Science and Engineering, Carnegie Mellon University, 5000 Forbes Ave, Pittsburgh, 15213, PA
来源
Anglin, B.S. (banglin@alumni.cmu.edu) | 1600年 / Springer Science and Business Media Deutschland GmbH卷 / 05期
基金
美国国家科学基金会;
关键词
Constitutive law; Multi-scale; Optimization; Pearlite; Viscoplastic;
D O I
10.1186/s40192-016-0053-4
中图分类号
学科分类号
摘要
Computing the mechanical response of materials requires accurate constitutive descriptions, especially their plastic behavior. Furthermore, the ability of a model to be used as a predictive, rather than a descriptive, tool motivates the development of physically based constitutive models. This work investigates combining a homogenized viscoplastic self-consistent (VPSC) approach to reduce the development time for a high-resolution viscoplastic model based on the fast Fourier transform (FFT). An optimization scheme based on a least-squares algorithm is presented. The constitutive responses of copper, interstitial-free steel, and pearlite are investigated, and the model parameters are presented. Optimized parameters from the low-fidelity model provide close agreement (<2 MPa, ~1 % error) with stress-strain data at low strains (<10 %) in the high-fidelity FFT model. Simple adjustments to constitutive law parameters bring the FFT stress-strain curve in alignment with experimental data at strains greater than 10 %. A two-phase constitutive law is developed for a pearlitic steel using a single stress-strain curve, supplemented by data for the constituent phases. Sources of error and methods of using material information are discussed that lead to optimal estimates of initial parameter values. © 2016, The Author(s).
引用
收藏
页码:212 / 231
页数:19
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