The morphology of joint surface is one of the key factors affecting shear strength of joint.
节理表面形貌是影响节理抗剪强度的重要因素之一。
It is shown that the shear strength of joint is concerned with normal stress and weighted average of mean profile angles of joint surface.
说明节理的抗剪强度与法向应力和节理表面形貌特征参数有关。
The results show that proper pressure and interlayer thickness can evidently improve the microstructure and mechanical properties, and the shear strength of joint is increased with the holding time.
结果表明：合适的压力和中间层厚度能有效改善接头的组织和力学性能，接头剪切强度随保温时间延长而提高。
In the connection design of steel structure, the shear plate with high-strength bolt connection is extensively used at the flexible joint where the beam is connected to the weak axis of the column.
钢结构节点设计中，梁与柱弱轴方向的柔性连接常采用剪力板高强螺栓连接，螺栓群所承受的荷载有竖向力和偏心力矩。
Standards from different countries adopt different failure mechanisms and do not take consideration of change of joint width in calculating shear strength in the vertical joint.
各国规范对其强度计算采用不同的破坏机理且不考虑接缝宽度变化的影响。
Shear results of joints show that joint strength can be increased obviously in a certain range with composite soldering materials.
接头抗剪强度表明，在一定范围内，采用复合钎料可以明显提高接头强度。
Influences of the metallizing technologic conditions, Ni plating and subsequent annealing on the joint shear strength were investigated.
考察了金属化工艺、镀镍及镀后热处理对接头剪切强度和钎焊效果的影响。
Under the same welding process, the shear strength of domestic spot welding joint is higher than Swedish, but the microhardness of the domestic is slightly lower than the Swedish plates.
在同等焊接工艺下，国产钢板点焊接头的剪切强度高于瑞典钢板点焊接头，国产钢板点焊接头的显微硬度略低于瑞典钢板。
The shear strength of BGA joint with eutectic solder is higher than that of tin-lead alloy itself.
共晶钎料BGA球焊点的抗剪强度比锡铅合金钎料自身的抗剪强度大。
In order to approximate the actual vertical stiffness coefficients of the joint elements representing the shear strength of soil, formulas and iteration method are suggested.
为确定代表土抗剪强度的节理单元竖向刚度系数，文中提出了一套相应的计算公式和试算迭代的计算方法，用来逐步逼近其真值。
The temperature and time range of brazing through the wetting experiment were confirmed, and the effect of brazing conditions on the joint strength through the shear experiment was discussed.
通过对钎料润湿性的研究确定钎焊试验的温度和时间范围；通过剪切试验研究了钎焊工艺参数对接头强度的影响。
Shear capacity and failure mechanism of steel-high strength concrete joint were analyzed in this paper.
分析了型钢高强混凝土结点的受剪承载力及破坏机理。
Results from the experiment show that the load bearing ability of the single-lap joint decreases as the length of the gap increase but the actual shear strength is increased in same time.
结果表明，随着间隙长度的增加，接头的承载能力趋于减小，但接头的实际剪切强度却持续上升；当间隙长度继续增加时，接头的实际强度趋于下降。
The shear strength and elongation of the lap joint increase with the increase of strain rate.
焊点的剪切强度及伸长量随应变速率的增加而增加。
The shear strength and elongation of the lap joint increase with the increase of strain rate.
焊点的剪切强度及伸长量随应变速率的增加而增加。
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