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。
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。
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。
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。
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。
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。
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。
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。
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。
Arched-corrugated metal roof( ACMR) belongs to cold-bending thin wall steel structure, of which the stability is a key factor influencing its bearing capacity.
金属拱型波纹屋顶结构属于冷弯薄壁构件，稳定问题是影响其承载能力的关键因素。
Bending tests on walls and columns along their weak axis showed that both have high elastic deformation capacity.
对墙体和柱的沿弱轴的弯曲试验结果表明，它们都具有强的弹性变形能力。
The post-buckling and carrying capacity of thin-walled box-like structures under bending and twisting was predicted by the finite element analysis of stiffened composite panels.
通过复合材料加筋壁板后屈曲有限元分析，预测盒形薄壁结构在弯扭组合作用下的承载能力。
This series of products processing capacity is very comprehensive and free control can be two-way bending mandrel expansion, upper and lower, therefore can be processed more complex shape.
本系列的产品加工能力非常全面可以双向弯曲以及自由伸缩、上下，因此可以加工更多更复杂的形状。
The relative ultimate bearing capacity of PHFB with that of HFB is compared, then the difference between PHFB under uniformly distributed loads and PHFB under uniform bending is analyzed.
比较了PHFB梁与HF B梁的相对极限承载力，分析了PHFB梁在均布荷载和纯弯作用下的极限承载力的不同特点。
In this paper, cracking masonry walls strengthened by coating cement mortar with steel meshes were tested, and the bending and shearing capacity of the strengthened wall are analyzed.
本文对钢筋网水泥砂浆面层加固开裂墙体进行了试验，并分析了加固墙体的抗弯能力和抗剪能力。发生弯剪破坏时，加固墙体抗剪能力高于抗弯能力。
When the joints are destroyed by bending(or shearing), the energy Absorption capacity of eccentric joint is inferior to that of no-eccentric joint.
当节点都为梁端受弯破坏或都为核心区受剪破坏时，偏心节点的耗能能力小于非偏心节点；
Then the maximum bending moment and the energy absorption capacity under collapse from obtained the moment-angle curve will be evaluated.
评估了在扭矩角引起的破裂时，最大的扭矩和能量吸收能力。
This paper analyses the relativity between bending moment (M) and axial force (N) in calculating ground supporting capacity, and the effect of relativity on reliability calculation.
分析了在地基承载力验算中，弯矩M与轴力N之间相关性的存在，以及相关性对可靠度计算的影响。
The gear bending strength analysis is a foundation in research, such as gear power capacity rating, profile correction, as well as vibration and noise of gearing.
齿轮弯曲强度分析是轮齿承载能力、振动、噪声及修形等研究的基础。
Relatively comprehensive test study on the strength capacity of the reinforced concrete beam under bending moment, shear force and axial tensile force was carried out.
对弯、剪、轴拉复合受力状态下钢筋混凝土梁的承载能力进行试验研究。
The carrying capacity of a reinforced concrete slab under concentrated load depends on its bending strength and punching strength.
集中力作用下钢筋砼板的承载力取决于板的抗弯强度与冲切强度。
Based on the extended homogeneous capacity precision integration method, a novel method was presented for solving plane bending problems of elastic arches with arbitrary profile.
基于齐次扩容精细积分法，提出了求解复杂载荷作用下任意外形弹性拱平面弯曲的一种新方法。
According to GB50010-2002 Code for design of concrete structures, the normal section bearing capacity of reinforced concrete beam subjected to single bending is determined.
根据GB50010—2002《混凝土结构设计规范》规定的单向受弯构件正截面承载力计算方法确定梁的单向受弯正截面承载力。
According to the calculation theory of normal section bending bearing capacity, the calculation formula of cracking moment of high-strength concrete beam was derived by the concrete mechanic method.
根据正截面受弯承载力计算理论，运用混凝土力学分析方法，导出高强混凝土梁的开裂弯矩计算式。
The fireproof sandwich color steel plate has the advantages of mild toxicity of smoke caused by materials, high safety and good anti-bending bearing capacity.
本实用新型具有材料产烟毒性小，安全性高，且抗弯承载力好的优点。
The results showed that ferrocement can obviously increase the load bearing capacity and crack resisting capacity, and improve the bending stiffness of beam.
试验结果表明，钢丝网复合砂浆薄层可以明显地提高钢筋混凝土梁的抗弯承载力，提高抗裂性能，增强构件的抗弯刚度。
The result showed that the bending moment would had great influence on the limit lateral capacity of the masonry wall.
结果表明弯矩对墙体抗侧承载力有很大的影响。
The mechanism of vertical bearing capacity root foundation was analyzed, and the improvement of bearing capacity due to the soil compaction and the bending resistance of roots was discussed.
分析了根式基础的受力机理，探讨了根键的挤土效应及抗弯特性对提高基础承载力的作用。
With the help of the method, the bearing capacity in bending, the limitation of crack width and the deflection of the members can reach optimum.
可使构件正截面承载力、裂缝宽度，挠度同时都达到最佳程度的满足。
Finally, it discusses the calculation methods of yield curvature and biaxial bending bearing capacity of the L-shaped cross-section steel reinforced concrete column.
最后对钢骨混凝土L形截面柱的屈服曲率及双向偏心受压正截面承载力计算方法进行了讨论。
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