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1)  splitting stress
劈裂粘结应力
1.
A theoretical model for splitting stress based on the Tepfers model of thick - wall cylinder subjected to the intemal pressure and fracture mechanics properties of concrete is presented.
基于Tepfers受均匀内压力作用的厚壁圆筒力学模型和混凝土材料的软化性能,视芳纶纤维增强塑料筋为横观各向同性材料,同时考虑了芳纶纤维增强塑料筋与混凝土之间的摩擦力和机械咬合力,建立了芳纶纤维增强塑料筋与混凝土之间劈裂粘结应力的计算方法,其理论值与试验值符合较好。
2)  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
3)  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。
4)  cleavage effect
劈裂效应
5)  Splitting tensile strain
劈裂应变
6)  hydraulic fracturing
水力劈裂
1.
Influence factors on hydraulic fracturing in central core of earth-rock dam;
土石坝心墙水力劈裂影响因素分析
2.
Study on mechanism of hydraulic fracturing in core of earth-rockfill dam;
土石坝心墙水力劈裂机制研究
3.
Numerical simulation of the process of hydraulic fracturing in earth and rockfill dams;
土石坝水力劈裂发生过程的有限元数值模拟
补充资料:劈裂强度
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性质:在规定的试验条件下,胶接试样产生分离时单位胶接宽度所需的拉伸载荷,以kN/m表示。劈裂试验是刚性材料与刚性材料胶接时胶黏剂承受集中负荷的能力。

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