交界面的剪力与底部剪力之比是常数。
The interfacial shear stress is a constant proportion of the bottom shear .
探讨了混合结构钢-混凝土界面的模拟以及剪力钉受力的计算方法。
The present study investigated the simulation method of steel concrete interface and shear studs.
研究表明波状界面和涡街是由界面处的剪力流速度分布和周期性扰动所造成的。
The results show that the wavy interface and vortex street are caused by the velocity distribution of shear flow and periodic disturbance at the interface.
当承受剪力和拉力时，粘结面是新老砼粘结结构受力的薄弱环节，使用合适的界面剂可以提高其粘结强度。
Bond plane is the tache of weakness for the new and old concrete bond structure when withstanding shear force and tension. Appropriate interfacial agent can improve bond strength.
利用有限元分析软件ANSYS，对组合梁的交界面相对滑移性能进行了非线性有限元分析，提出剪力连接系数的合理范围。
Considering the interface slip, a nonlinear finite element analysis model is established by using finite element analysis soft-ANSYS, and gained a reasonable shearing connection coefficient.
同时，随连续组合梁剪力连接度的降低，连续组合梁界面滑移逐渐趋近于无剪力连接的叠合板滑移值。
Furthermore, the interfacial slip goes near to that of sandwich beam with the decrease of the degree of connection.
同时，随连续组合梁剪力连接度的降低，连续组合梁界面滑移逐渐趋近于无剪力连接的叠合板滑移值。
Furthermore, the interfacial slip goes near to that of sandwich beam with the decrease of the degree of connection.
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