空腔和孔道对LTCC衬底强度的影响

Yangfei Zhang, M. Miao, S. Bai, Yu-feng Jin
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引用次数: 1

摘要

采用ANSYS有限元分析软件,研究了空腔和孔道对LTCC衬底强度的影响。仿真模型基于厚膜LTCC基材三点弯曲试验。用轴向拉应力和层间剪切应力的特征来描述对抗弯强度和层间抗剪强度的影响。在LTCC衬底的中间层或表层形成各种数量的X、y轴通道、z轴通孔和空腔。模拟结果表明,最大拉应力总是出现在基体底部中线处,从而导致断裂。剪切应力集中在孔洞侧壁,强化了层间剥脱。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The Effect of Cavities and Channels on the Strength of LTCC Substrate
The effect of cavities and channels on the strength of LTCC substrate has been investigated by finite element analysis with commercial software ANSYS. The simulation model is based on three-point bending test of thick film LTCC substrate. Axial tensile stress and shear stress among layers are characterized to describe the effect on flexural strength and inter-layer shear strength. X, Y-axial channels, Z-axial via-hole, and cavities of various amounts are formed in the middle or surface layers of the LTCC substrate. The simulation results show that the maximum tensile stress always appears on the midline of the substrate bottom and causes fracture. The shear stress concentration has been found on the sidewalls of the holes and cavities and enhances the interlayer stripping.
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