The present study investigated the simulation method of steel concreteinterface and shear studs.
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。
2
The load transfer characteristics of rock-socketed pile are mainly decided by the shear behavior of rock-concreteinterface.
嵌岩桩的荷载传递特性主要取决于混凝土—岩石界面的剪切特性。
3
Finally, we summarize the interface performance of Fibrous brucite reinforced concrete, and think Fibrous brucite reinforced concreteinterface combination is better;