The results show that the maximum bond resistance and bond stiffness decreases as the numbers of freezing cycles increases while the bond mechanism was modified.
结果表明,随冻融循环次数的增加,粘结强度和粘结刚度都有极大的降低,粘结机理也发生了很大的改变。
参考来源 - 氯离子环境下钢筋混凝土构件耐久性能试验研究·2,447,543篇论文数据，部分数据来源于NoteExpress
At first, the bond mechanism between shape steel and concrete compared with that of normal reinforced concrete is analysed.
首先，分析了型钢与混凝土之间的粘结机理，并与普通钢筋混凝土结构进行了比较。
Basing on the experiment results, analyze the toughening effect of deformed steel fiber and probe into the bond mechanism of it.
根据试验结果分析异形钢纤维增韧效应，探讨异形钢纤维的增韧机理。
Based on experimental data, adhesive length, the number of layers and sticking technology, and the effects of the parameters are discussed, and the bond mechanism is described.
探讨了碳纤维布的粘接长度、层数、宽度比以及粘贴工艺等不同粘接参数对复合构件粘接性能的影响，初步描述了碳纤维布与钢构件的粘接机理。
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