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1)  Bond stress distributing
粘结应力分布
2)  bond strength distribution of grouted cable bolts
锚杆粘结力分布
3)  bond stress
粘结应力
1.
Curve fitting method of bond stress distribution in steel bar pullout test;
钢筋拉拔试验中粘结应力分布的曲线拟合
2.
Study on calculating model of bond stress between reinforcing bar and concrete;
钢筋与混凝土粘结应力计算模式的研究
3.
Stress variation model of bond stress-slip relationship between steel bar and concrete;
钢筋与混凝土间粘结应力-滑移关系的应力变分模型
4)  bonding stress
粘结应力
1.
Reformation for bonding stress of section of FRP strengthening RC girder;
FRP加固RC梁界面粘结应力值的修正
2.
On the basis of ignoring the self characteristic of gum and the deformation of concrete,it builds the basic equation of setting up bar bonding anchorage,analyses and researches the problems of bonding anchorage of the distribute of setting up bar bonding stress,the calculation of limited bearing and the decide of basic length of anchor,and it has big reference meaning.
在忽略胶自身特点和混凝土变形的基础上,建立了植筋粘结锚固的基本方程,并对植筋粘结应力的分布,极限承载力的计算,基本锚长的确定等粘结锚固问题进行了分析探索,具有较大的参考意义。
5)  structure stress distribution
结构应力分布
6)  partially-prestressed and partially-bonded
部分预应力部分粘结
1.
To improve the bending and ductility behavior of prestressed concrete beams that reinforced with carbon fiber reinforced plastics bars(CFRP), in the light of the special material property of CFRP bar, a new concept, “partially-prestressed and partially-bonded", was first introduced in China.
为了改善碳纤维筋(CFRP)预应力混凝土梁的受力及延性性能,针对CFRP筋特殊的材料性能,在国内首次引入了“部分预应力部分粘结”的新概念。
补充资料:应力分布
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性质:物体在加载的情况下,其表面和内部各点所受的应力大小和方向、应力分布不仅与材料性质和该物体的几何形状有关,而且与载荷大小和加载方式有关。弄清受载物体的应力分布是工程中十分重要的问题。测量应力分布的方法多种多样,如光弹应力分析、贴片法等。 

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