An Innovative Scheme to Make an Initial Guess for Iterative Optimization Methods to Calibrate Material Parameters of Strain-Hardening Elastoplastic Models

被引:6
|
作者
Sanei, Manouchehr [1 ]
Devloo, Philippe R. B. [2 ]
Forti, Tiago L. D. [3 ]
Duran, Omar [4 ]
Santos, Erick S. R. [5 ]
机构
[1] Univ Estadual Campinas, Petr Engn Div, Mech Engn Dept FEM, Campinas, SP, Brazil
[2] Univ Estadual Campinas, Civil Engn Dept FEC, Campinas, SP, Brazil
[3] Simworx Engn Res & Dev, Campinas, SP, Brazil
[4] Univ Paris Est, Ctr Enseignement & Rech Math & Calcul Sci, CERMICS ENPC, Paris, France
[5] Petrobras SA, Res & Dev Ctr Cenpes, Rio De Janeiro, RJ, Brazil
基金
巴西圣保罗研究基金会;
关键词
Initial guess; Iterative optimization; Material parameters of models; Drucker-Prager model; Modified Cam-Clay model; Finite-element simulator; CAM-CLAY MODEL; SOIL PARAMETERS; DAMAGE MODEL; IDENTIFICATION; FRAMEWORK; BEHAVIOR;
D O I
10.1007/s00603-021-02665-y
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Optimization can apply in almost every branch of science and technology. In particular, a gradient-based iterative method is a mathematical optimization procedure that can be used to make decisions. The gradient-based optimization method can only find a local minimum of the objective function if the algorithm starts with the appropriate initial data. The ambition of this article is to develop a new scheme to make an initial guess for iterative optimization methods to calibrate accurately the material parameters of strain-hardening elastoplastic constitutive models based on the test data. The elastoplastic models are Drucker-Prager and modified Cam-Clay, and the data obtained from triaxial, oedometric, and hydrostatic tests. The validity of proposed material parameters is evaluated using a home-made finite-element simulator. The results emphasize the ability of the proposed procedure to accurately calibrate material parameters.
引用
收藏
页码:399 / 421
页数:23
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  • [1] An Innovative Scheme to Make an Initial Guess for Iterative Optimization Methods to Calibrate Material Parameters of Strain-Hardening Elastoplastic Models
    Manouchehr Sanei
    Philippe R. B. Devloo
    Tiago L. D. Forti
    Omar Durán
    Erick S. R. Santos
    Rock Mechanics and Rock Engineering, 2022, 55 : 399 - 421