摘要
通过建立型钢与混凝土粘结滑移层的剪切破坏模型，在有间断场的虚功原理基础上进行极限分析，得到了型钢与混凝土粘结剪切强度的上限解。在极限分析的过程中，分别进行了基于Tresca屈服条件和Mises屈服条件的理论推导，得出了不同的上限解，并对二者进行了比较。
Though the construction of the shear failure model, the theoretic solution for bond strength of SRC structure is deduced by using disconnected principal of virtual work of plastic limit analysis. Basing on the Tresca theory and Mises theory accordingly, two different results are achieved and compared in the analysis.
出处
《建筑技术开发》
2006年第4期56-57,100,共3页
Building Technology Development
