基于非对称双悬臂梁模型优化的双金属板界面结合强度研究
秦勤1,2(), 李程2, 何流1, 叶陈龙2, 臧勇1
An Investigation of Interface Bonding Strength of Bimetal Plate Based on the Optimization of Asymmetric Double Cantilever Beam Model
QIN Qin1,2(), LI Cheng2, HE Liu1, YE Chenlong2, ZANG Yong1

图1. 基于线性硬化假定的双线性弹塑性界面本构模型

Fig.1. Bilinear elastoplastic interface constitutive model based on linear hardening assumption in tensile direction (a) and shear direction (b) (σ—stress in the tensile direction of the interface, σs—yield stress in the tensile direction of the interface, Δw0—deformation of the interface under the tensile yield state, Δw—deformation of the interface in the tensile direction, Kz—elastic stiffness coefficient in the tensile direction, Kz'—tangent stiffness coefficient in the tensile direction, τ—stress in the shear direction of the interface, τs—yield stress in the shear direction of the interface, Δu0—deformation of the interface under the shear yield state, Δu—deformation of the interface in the shear direction, Kx—elastic stiffness coefficient in the shear direction, Kx'—tangent stiffness coefficient in the shear direction)