一个可用于地震分析的界面力学模型
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摘要
首先简要介绍了层间界面在侧压力及反平面剪切载荷共同作用下 ,剪切破坏的剪切梁模型及其主要力学行为特性 ;在此基础上 ,分析了层间界面失稳阶段结构对外界的能量释放量 ,以及由于层间界面上“应力锁死”现象而产生的后续再加载过程中的载荷突变 ;最后讨论了上述力学现象的地震学意义 .
In this paper, the shear beam model for analysis of interface failure under joint action of anti plane shearing and lateral compression and its principal behavior were briefly introduced. The calculation of energy release that is related to the strength of earthquake was presented by using the shear beam model. The sudden increase of load resulted from the “stress locking” at the interface layer in the reloading process was investigated. At the end of the paper, discussions on the mechanism of earthquake were given out.
引文
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