普通钢筋混凝土梁的损伤分析。
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。
At first, the bond mechanism between shape steel and concrete compared with that of normal reinforced concrete is analysed.
本文的试验研究和理论分析结果表明，劲性混凝土具有不同于普通钢筋混凝土的粘结特性。
The results of the experimental study and theoretical analysis in the paper indicate that the bond properties of steel reinforced concrete are different from that of normal reinforced concrete.
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