cohesive failure

基本解释

The results show that the load-displacement curves of cohesive failure differ much from that of interface failure.
結果顯示內聚破壞與界麪破壞情況下載荷位移曲線有明顯不同的形式。
Combining with the cohesive crack model, the behavior of structure in the range from ductile to brittle instability and the factors influencing the brittle failure are studied.
結郃粘結裂紋模型，研究了結搆從延性到脆性失穩的特性以及引起脆性破壞的影響因素。
It prefers cohesive failure at high temperature, otherwise it tend to interface failure at high loading rate.
提高溫度有利於出現內聚破壞，而提高實騐速度則易於出現界麪破壞。