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
), 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
), LI Cheng2, HE Liu1, YE Chenlong2, ZANG Yong1
图3. 双悬臂梁仿真模型
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Fig.3. Simulation model of double cantilever beam (a—length of initial layer crack, b—length of the connecting part of the model, P—end load of the model)
