The interfacial shear stress is a constant proportion of the bottom shear .
交界面的剪力与底部剪力之比是常数。
The interfacial shear stress of a brittle composite matrix that reinforced with fibers is studied.
研究了纤维增强脆性基复合材料界面脱粘过程中剪应力的变化规律。
The interfacial shear stress of FRP concrete hybrid beams is investigated with analytical and numerical methods.
采用解析和数值方法研究FRP -混凝土杂交梁的界面应力问题。
The distribution of normal stress in fiber and interfacial shear stress were obtained as well as the axial pull-out force.
拔出为例，对橡胶-纤维复合材料不同温度下的界面力学性能进行了数值分析，得到了相应的应力场分布和拔出载荷的变化。
The paper mainly study interfacial shear stress distribution and influence parameters on the experiment of 16 RC beam strengthened with CFRP.
通过16根CFRP抗弯加固钢筋混凝土梁的试验，主要研究纤维片材端部和裂缝附近的界面剪应力分布规律及其影响因素。
The fragment length at which no more breaks occur when applying further strain to the specimen is measured and from this calculation of the interfacial shear stress is done.
当进一步对碎片施加应变，碎片的长度不再减少时，我们测量这个长度，并由此计算界面剪切应力。
The interfacial shear stress and peel stress between the FRP and the surface of tension flange were analyzed when the FRP was bonded to the tension flange of the bending members.
对受弯构件受拉翼缘外侧粘贴FRP后的界面剪应力和界面剥离应力进行了分析。
The sheared wavy liquid films, as an important flow, have notably different hydrodynamics and flow stability under interfacial shear stress from those of free falling liquid films.
剪切波状液膜作为一种重要的液膜流动形式，因受界面剪切力的影响，其水动力学特性和流动稳定特征与自由降膜流动明显不同。
Secondly, the paper analyze the interfacial shear stress distribution rule through setting up and analyzing finite element models of RC beams in bending or in shear strengthened with CFS;
通过建立碳纤维布加固受弯梁的有限元分析模型，对基于受弯和受剪加固的粘结剪应力进行了分析；
Considering gravity, interfacial shear stress, surface tension and interfacial thermal resistance, the analysis model for annular flow condensation heat transfer in microtube was presented.
本文提出了微圆管内环状流凝结换热的分析模型，考虑了重力、汽液界面剪切力、表面张力以及界面凝结热阻的作用。
A calculation model for the interfacial shear stress of the reinforced concrete beam strengthened with prestressed CFRP sheets was built based on the elasticity theory after releasing and loading.
采用弹性理论方法，建立了预应力碳纤维布加固钢筋混凝土梁在放张和承载后界面剪应力的理论计算模型。
The deformation and interfacial stress of fiber and matrix are analyzed based on the linear elastic method and shear-lag theory.
通过采用线弹性理论和剪滞理论，对纤维和基体的变形及其界面应力进行了分析。
Based on the shear-lag model and the usual loading way, the computation model of interfacial debonding stress under tension-tension cyclic loading is established first.
基于剪切筒模型和常用疲劳加载方式，首先建立了循环荷载作用下钢筋与混凝土界面脱粘应力的计算模型；
Based on the shear-lag model and the usual loading way, the computation model of interfacial debonding stress under tension-tension cyclic loading is established first.
基于剪切筒模型和常用疲劳加载方式，首先建立了循环荷载作用下钢筋与混凝土界面脱粘应力的计算模型；
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