Constitutive model for monotonic and cyclic loading on anisotropic clays

Géotechnique ◽  
2021 ◽  
pp. 1-17 ◽  
Author(s):  
William Fuentes ◽  
David Mašín ◽  
Jose Duque
1994 ◽  
pp. 127-136
Author(s):  
Yukio Nakata ◽  
Noriyuki Yasufuku ◽  
Hidekazu Murata ◽  
Masayuki Hyodo

1996 ◽  
Vol 118 (4) ◽  
pp. 441-447 ◽  
Author(s):  
Y. Estrin ◽  
H. Braasch ◽  
Y. Brechet

A new constitutive model describing material response to cyclic loading is presented. The model includes dislocation densities as internal variables characterizing the microstructural state of the material. In the formulation of the constitutive equations, the dislocation density evolution resulting from interactions between dislocations in channel-like dislocation patterns is considered. The capabilities of the model are demonstrated for INCONEL 738 LC and Alloy 800H.


2019 ◽  
Vol 150 ◽  
pp. 90-102 ◽  
Author(s):  
Dao-Hang Li ◽  
De-Guang Shang ◽  
Zhi-Gao Li ◽  
Jin-Jie Wang ◽  
Jie Hui ◽  
...  

Materials ◽  
2020 ◽  
Vol 13 (4) ◽  
pp. 1001
Author(s):  
Shenghuan Qin ◽  
Zaiyin Xiong ◽  
Yingsong Ma ◽  
Keshi Zhang

An improved model based on the Chaboche constitutive model is proposed for cyclic plastic behavior of metal and low cycle fatigue of notched specimens under cyclic loading, considering the effect of strain gradient on nonlinear kinematic hardening and hysteresis behavior. The new model is imported into the user material subroutine (UMAT) of the finite element computing software ABAQUS, and the strain gradient parameters required for model calculation are obtained by calling the user element subroutine (UEL). The effectiveness of the new model is tested by the torsion test of thin copper wire. Furthermore, the calibration method of strain gradient influence parameters of constitutive model is discussed by taking the notch specimen of Q235 steel as an example. The hysteresis behavior, strain distribution and fatigue failure of notched specimens under cyclic loading were simulated and analyzed with the new model. The results prove the rationality of the new model.


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