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该梁具有常数弯曲刚度。The beam has a constant flexural rigidity.

弯曲弹性模量—弯曲模量的另一个术语。Flexural Modulus of Elasticity —Alternate term for Modulus in Bending.

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改进聚丙烯的M.F.I、弯曲模量和冲击强度等指标。Improves polypropylene's M. F. I, flexural modulus and impact strength.

这是一个漫长曲折，同时充满挑战与期待的旅途和征程。This is a long-drawn flexural journey full of challenge and expectation.

在这个例子中，压电式受弯换能器提供电能。In this case, the power is supplied by piezoelectric flexural transducers.

取而代之使用偶极子源激发弯曲波模式。Instead, it is necessary to use dipole sources to excite the flexural mode.

在井眼声波测井中，这些波是横波、弯曲波、斯通利波。In borehole sonic logging, these may be the shear, flexural and Stoneley waves.

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拉挤玻璃纤维是强，具有较高的抗弯强度比木材。Pultruded fiberglass is stronger, and has higher flexural strength than timber.

通过塑性铰理论，推导了加固后梁的承载力计算公式。The Formula of ultimate flexural capacity is given according to Plastic Principle.

含木率之增加降低了抗弯强度及抗弯弹性率至为显著。Flexural strength and elasticity decreased significantly with increasing wood content.

探讨了核化温度与抗弯强度之间的关系。The relationship between nucleation temperature and flexural strength was investigated.

这种分析还依赖于基体的弹性以及纤维在基体中的弯曲刚度。It depends on the elastic foundation of the matrix and the flexural stiffness of fibers.

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介绍了圆弧梁在均布荷载作用下的内力计算和配筋计算。This paper introduces the calculating method of flexural beams subjected to uniform loads.

航空航天系列。玻璃纤维增强塑料。挠性试验。三点弯曲试验法。Aerospace series. glass fibre reinforced plastics. flexural test . three point bend method.

通过试验研究了混凝土多孔砖砌体的弯曲抗拉强度。The flexural tensile strength of perforated concrete brick masonry is studied by experiment.

模拟结果表明中国西部的岩石圈挠曲应力的量值达数百兆帕。The result shows that the flexural stress of the western China is about several hundred MPa.

利用振子的三阶和五阶弯曲模态工作，可实现直线超声电机的正反向运动。Linear movements back and forth are realized using flexural modes of B_3 and B_5 respectively.

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在试验的基础上，给出了角钢混凝土柱正截面承载力计算公式。Based on the tests, the calculation formula of flexural bearing capacity of the columns is given.

部分剪力连接对组合梁的受弯极限承载力和变形均有影响。Shear connection degree has an effect on the flexural capacity and deflection of composite beams.

梁所承受的荷载的大小对加固后梁的抗弯承载力影响不大。The initial load is hardly influence the flexural bearing capacity of CFRP-strengthened RC beams.