锚固滑移 meaning in Chinese

anchor slip

The content of the paper is nonlinear analysis of complete response process for t , l - shaped and " + " shaped section r . c . columns under axial compression and biaxial bending . on the basis of related papers , the full path of stress - strain relation of concrete and the sliding of longitudinal reinforcement anchoring are all considered , simultaneously , the restriction effect for concrete by thickening of stirrups is also included
本论文主要内容是对钢筋混凝土异形截面双向压弯柱(包括l形、 t形、十字形柱)进行非线形全过程分析，在有关文献基础上考虑了受拉纵筋和周围混凝土的锚固滑移和混凝土应力?应变关系曲线的下降段，同时考虑到在箍筋加密区箍筋对混凝土的约束影响。