1) Bending Limit

极限弯沉
2) limit moment

极限弯矩
1.
An experimental study on limit moment of hot tapping pipelines;

带压开孔管道极限弯矩的试验研究
2.
Therefore,the assessment of the bending limit moment for a pipeline with such locally corroded damage is important for safety assessment.
改进的含缺陷管道抗弯准则采用了B31G的有效壁厚概念,以有效壁厚tcorr取代了NSC准则中的t,得到了包含缺陷长度的缺陷管极限弯矩新计算公式。
3) ultimate bearing moment

极限弯矩
1.
Tangential angle is adopted,and load factor method proposed for calculating the ultimate bearing moment for reinforced concrete simply supported beam.
引入弦切角收敛标准,建立荷载因子非线性计算方法,分析了等荷载和变荷载条件下荷载因子的变化规律,研究了火灾高温下钢筋混凝土简支梁的跨中截面极限弯矩时变效应状况,将其计算结果与有限元方法做了比较。
2.
It introduces the reinforcement concrete beams strengthened using carbon cloth,through the theory analysis,it puts forward the calculation formula of initial strain and ultimate bearing moment of beam bottom,and this gives a theory reference to the calculation of bending resistance bearing capacity of beams strengthened using carbon cloth.
对使用碳纤维布加固钢筋混凝土梁进行了介绍,通过理论分析提出了梁底初始拉应变和极限弯矩的计算公式,从而为碳纤维布加固梁抗弯承载力计算提供了理论依据。
4) ultimate moment

极限弯矩
1.
The ultimate moment of the connection was then obtained according to the plastic characteristics of the angle.
为了解顶底角钢半刚性连接的抗弯特性,利用简化的斜率-位移方程推导了半刚性连接初始刚度的计算公式,根据角钢的塑性特性计算了半刚性连接的极限弯矩,进行了两类柱弱轴顶底角钢半刚性连接的抗弯试验,并利用三参数幂函数模型模拟了所研究的半刚性连接的弯矩-转角曲线。
2.
According to these characteristics,a new mechanical model of calculating the ultimate moment of the connections was put forward.
通过有限元分析得到顶底角钢半刚性连接的受力情况以及上角钢塑性铰发展状况,根据这些特点给出相应的力学模型,并提出顶底角钢半刚性连接极限弯矩的计算公式。
3.
The experimental results of 16 haydite concrete one-way slabs show that the cracking moment,ultimate moment,crack width and deflection under service load conditions of the tested slabs meet the requirement of technical specification for lightweight aggregate concrete.
对16块陶粒混凝土单向板进行试验研究,板的开裂弯矩、极限弯矩、正常使用条件下的裂缝宽度和挠度符合国家行业标准的技术要求。
5) ultimate bending moment

极限弯矩
1.
Therefore,some questions concerning the ultimate strength check,such as ultimate bending moment definition,ultimate strength requirement and slamming bending moment calculation,are discussed in this paper.
就当前船舶结构设计中一些有争议的问题,诸如极限弯矩定义、极限强度条件以及砰击振动弯矩计算等问题进行了讨论。
2.
Using the improved model,an ultimate bending moment formula is presented.

在梁的极限分析中采用新的刚塑性模型,推导出极限弯矩公式。
3.
In this paper, formulas to calculate the ultimate bending moment of a beam-column were first derived using the elasto-plastic analysis.
本文在Paik等人提出的预测槽型舱壁单槽梁模型极限弯矩的基础上 ,根据弹塑性理论导出了考虑到轴向载荷影响的计算公式。
6) moment capacity

极限弯矩
1.
The moment capacity of welded-bolted beam to column connections in steel framework;

钢框架梁柱栓-焊混合连接极限弯矩的计算
补充资料:长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条