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, 李程, 何流, 叶陈龙, 臧勇

An Investigation of Interface Bonding Strength of Bimetal Plate Based on the Optimization of Asymmetric Double Cantilever Beam Model

QIN Qin, LI Cheng, HE Liu, YE Chenlong, ZANG Yong

表2 双悬臂梁模型不同界面结合强度下的端部位移

Table 2 End displacements of double cantilever beam model at different interface bonding strengths

F / MPa δ1 / mm δ2 / mm 185 1.20352 1.10330 190 1.13473 1.02560 195 1.12890 0.91437 200 1.10361 0.86254 205 1.07793 0.84262 210 0.79290 0.74218 215 0.69302 0.70020