Three-dimensional Finite Element Analysis of Interfacial Delamination in Molded Underfill Flip-Chip Packages by Virtual Crack Closure Technique

被引:0
作者
Lyu, Guang-Chao [1 ]
Zhou, Min-Bo [1 ]
Zhang, Xin-Ping [1 ]
机构
[1] South China Univ Technol, Sch Mat Sci & Engn, Guangdong Prov Engn Technol R&D Ctr Elect Packagi, Guangzhou, Peoples R China
来源
2022 23RD INTERNATIONAL CONFERENCE ON ELECTRONIC PACKAGING TECHNOLOGY, ICEPT | 2022年
基金
中国国家自然科学基金;
关键词
molded underfill package; interfacial delamination; fracture mechanics; strain energy release rate; phase angle;
D O I
10.1109/ICEPT56209.2022.9873416
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In the present work, fracture mechanics parameters including strain energy release rate (SERR) and phase angle along the crack front of a three-dimensional interface crack in molded underfill (MUF) encapsulated flip-chip (FC) packages during subsequent reflow process are studied using finite element method via virtual crack closure technique (VCCT). The effect of embedded crack shapes (three different cracks, i.e., straight crack, quarter elliptical crack and quarter circular crack) on the crack propagation behavior is characterized first. A phase angle mesh independent technology called modified virtual crack closure method (MVCCM) is used to evaluate the in-plane mixed mode at the crack tip. It is found that at crack tip of straight crack the Mode II component of the crack driving force is dominant, while both Mode II and Mode III components drive the circular crack to propagate. In addition, there is no significant difference in the in-plane phase angle and SERR among three cracks with different shapes when the Mode III component is not considered. It has also been shown that a straight crack may propagate first from the center of the crack and eventually develop into a circular or elliptical crack. Furthermore, the effect of different crack lengths on the driving force of the quarter circular crack seems to show that there exists a critical crack length, below which the SERR increases rapidly with the crack length. However, SERR tends to decrease when the crack reaches the critical length. This means that once a crack has initiated, it will continue to grow until the critical length is reached.
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页数:6
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