针对这种新型预应力锚索，基于不连续介质力学的界面元法建立了精细模型。

Focusing on the new type prestressed anchoring cable, a refined model is established in this paper using the interface stress element method in discontinuous mechanics.

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钢筋与混凝土主要通过界面黏结作用来共同承受荷载，在界面上的受力属于不连续介质的力学问题。

Reinforcement and concrete bear loads together by bonding on their interfaces, and interface stress is a discontinuous medium-related mechanical problem.

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