全部

1·Displacement test study relationship between connect method and bending capacity from another side.

铆钉间距试验则从另一个侧面，对接合方式与受弯承载力的关系进行解析。

2·The limit bending capacity of a round-corner-rolled crankshaft is measured with the testing machine.

利用该试验机对日本大发公司生产的经过圆角滚压处理的曲轴的极限承载弯矩进行了测试。

3·A method is proposed for calculating the bending capacity of concrete beams strengthened with Carbon Fiber Reinforced Polymer.

在试验研究的基础上，提出了碳纤维加固梁抗弯承载力的计算方法。

4·Parameter study conducted indicates that the shape of the corrosion defect has significant influence on the bending capacity of the corroded pipes.

探究了腐蚀深度、腐蚀宽度和腐蚀形状等参数对极限弯矩荷载的影响。

5·A comparison is made of the test result, and the elementary research is carried out to enhance the bending capacity of the CFRP reinforced marbles.

通过理论计算与试验结果对比分析，对碳纤维布加固大理石提高抗弯性能进行了初步的研究。

6·The results show that high temperature has a great influence on the bending capacity and deformation of the unbonded prestressed RC flexural members.

结果表明，高温无粘结预应力混凝土受弯构件的抗弯承载力和变形有很大的影响。

7·Based on the experimental study, the method of calculating bending capacity of concrete beams strengthened with Carbon Fiber Reinforced Polymer is put forward.

在试验研究的基础上，提出了碳纤维加固混凝土梁的抗弯承载力计算方法，并与实测值进行了比较。

8·The use of reasonable assumptions and calculation model based on the new composite beam is derived bending capacity the calculated and experimental values are close.

在采用合理假定及计算模型的基础上，推导出新型组合梁受弯承载力计算公式，计算结果与试验值比较接近。

9·Under the action of corroding materials, the bending capacity of reinforced concrete bending members will deteriorate gradually, and the safe reliability will be reduced.

作用下，在役钢筋混凝土构件抗弯承载能力逐步衰减、安全可靠性不断降低。

10·The ultimate bearing bending capacity of a double steel-concrete composite beam was also calculated by the simplified calculating method based on the elasticity and plasticity.

建立钢-混凝土双面组合梁截面弹性极限和塑性极限承载能力的简化计算方法。