Besides, in connection with determining the theoretical model for complete analysis of RC frames, the development of the bond slip of anchored bars in process of loading was also studied.
此外，为确定钢筋混凝土框架全过程分析的计算模型提供依据，还对锚固钢筋粘结滑移在加载过程中的增长规律进行了研究。
Finally, the simplified formulas for the bond strength and the simplified model for bond stress versus relative slip relationship are suggested based on the analysis of the test results.
最后，提出粘结强度的简化计算公式和粘结应力-相对滑移关系的简化模型。
In finite element analysis of the reinforced concrete structures, the model of bond-slip between the reinforcement and concrete requires the introduction of special elements.
在有限元计算分析中，钢筋与混凝土间的黏结滑移需要用特殊的单元来进行模拟。
In this paper, through selecting proper material constitutive relationship and bond-slip model, 3-d finite element analysis model is established, and simulate analysis in all process is completed.
本文通过选用合适的材料本构模型和粘结滑移模型，建立三维有限元分析模型，进行全过程的模拟分析。
In this paper, through selecting proper material constitutive relationship and bond-slip model, 3-d finite element analysis model...
本文通过选用合适的材料本构模型和粘结滑移模型，建立三维有限元分析模型，进行全过程的模拟分析。
Abstract :The local FRP-to-concrete bond-slip model is the fundamental relation to analyse the behaviour of FRP-strengthened RC structures.
摘 要 ：FRP-混凝土界面的粘结滑移关系是FRP加固混凝土结构受力分析的基础。
Abstract :The local FRP-to-concrete bond-slip model is the fundamental relation to analyse the behaviour of FRP-strengthened RC structures.
摘 要 ：FRP-混凝土界面的粘结滑移关系是FRP加固混凝土结构受力分析的基础。
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