1.
ANALYSIS OF INTERMEDIATE SHEAR STRESS IN CRACKED RC BEAMS STRENGTHENED WITH FRP
FRP片材加固开裂RC梁跨中界面粘结剪应力分析
2.
Research on the Acoustic Emission Characteristics of the Bond Interface between Prestressed Reinforcement and Concrete
预应力钢筋与混凝土粘结界面声发射特性研究
3.
APPLICATION OF THE FRACTURE MECHANICS ON INTERFACIAL BOND BETWEEN STEEL AND CONCRETE
断裂力学在钢与混凝土界面粘结中的应用
4.
EXPERIMENTAL STUDY ON BOND BEHAVIOR OF INTERFACE BETWEEN OLD AND NEW CONCRETE COMPOSITE BEAM UNDER PRE-STRESSING FORCES
预应力混凝土组合梁界面粘结的试验研究
5.
ANALYSIS OF INTERFACIAL STRESS IN THE ADHESIVE LAYER OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH AFRP
芳纶纤维加固钢筋混凝土梁界面粘结应力分析
6.
Experimental Research on the Shear Characteristics of Interface between Clay and Structure
粘土与结构接触界面剪切特性的试验研究
7.
Viscoelastic Finite Element Analysis of Shear Stress on Asphalt Pavement Surface
沥青路面面层剪应力的粘弹性有限元分析
8.
The Research on Interfacial Stress and Rigidity in Sheet Partially Debonded Reinforced Concrete Beams;
钢筋混凝土梁局部未粘结片材加固下界面应力及刚度研究
9.
Indirect methods to measure the interface bond strength include the interlaminar shear strength test.
测量界面粘结强度的间接方法包括层间剪切强度试验。
10.
Experimental Study and FEA of the Shear Bond Behaviors at the Interface of Concrete-Filled Steel Tube;
钢管混凝土界面抗剪粘结性能的试验研究与有限元分析
11.
Cohesion is best defined in terms of the plot of shear stress versus normal stress given in Figure 9.
粘结力最好根据图9中剪切应力和法向应力的关系曲线确定。
12.
Interfacial Shear Force of Prestressed Steel-Concrete-Steel Sandwich Panel
预应力钢板夹心混凝土组合板界面剪力分析
13.
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。
14.
Researchs on the System of Frame Shear Wall STructures with Large Span Unbonded Prestressed Widened Beam
高层大跨度无粘结预应力砼扁梁框-剪结构体系设计
15.
Kinetic Study on Polymer Chain Extension and Interfacial Reaction under Shear Flow;
剪切流场下聚合物扩链及界面反应动力学研究
16.
Calculating Intermediate Interfacial Shear Stress of FRP Strengthened RC Beams Based on Beam Segment Model
基于“梁段”跨中FRP-混凝土界面剪应力数值计算
17.
For a good bond, an adhesive must counteract the effect of surface roughness and boundary layers.
为了取得很好的粘结，粘结剂必须能克服表面粗糙和边界层的反应。
18.
Hysteretic Behavior and Application of Unbonded Steel Plate Brace Encased in Reinforced Concrete Panel
无粘结内藏钢板支撑剪力墙滞回性能及其应用研究