For achieving a theoretical solution of elastic stress transfer with friction at the second debonded interface for anchorage type structures, a plane strain pull-out model was established and a bond stress function φ, = fi(w) × gi(z) was assumed. By introducing stress equilibrium equations, boundary and continuity conditions, it was found that ga(z) and τ2(τ)/τ1(z) determined the bond stress through interfaces. The bond stress through interfaces between anchor, grout and matrix was first derived based on the minimum complementary energy principle and a assumed ratio of bond stress between two interfaces.%为从理论上获得锚固类结构内锚固段注浆体第二交结面上的黏结应力分布规律,首先建立平面应变条件下锚固类结构拉拔理论模型,然后假设交结面上的应力函数φi=fi(w)×gi(z),通过引入应力平衡方程和边界条件得到交结面黏结应力与中间变量ga(z)和τ2(z)/τ1(z)有关,最后基于假定两个交结面上的黏结应力比τ2(z)/τ1(z)以及最小能量原理推导出锚索、注浆体和周边介质之间的黏结应力.
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