1、

Pultruded fiberglass is stronger, and has higher flexural strength than timber.

拉挤玻璃纤维是强, 具有较高的抗弯强度比木材.

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2、

The effects of secondary torsion on shear strength of biaxial flexural reinforced concrete beams are analyzed.

探讨了次生扭矩对钢筋混凝土双向受弯梁抗剪承载力的影响.

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3、

This is further aggravated by cracking, which reduces the flexural stiffness of members.

开裂降低了构件的弯曲刚度, 这会进一步使挠度增大.

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4、

Flexural strength and elasticity decreased significantly with increasing wood content.

4.含木率之增加降低了抗弯强度及抗弯弹性率至为显著.

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5、

According to Mechanics theory the formulary of flexural rigidity, axial rigidity, shearing rigidity are deduced.

根据连续力学原理推导了结构抗弯刚度 、 轴向刚度 、 抗剪刚度公式.

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6、

The relationship between nucleation temperature and flexural strength was investigated.

研究表明:抗弯强度、晶相含量随温度的升高先提高然后有所下降.

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7、

Anisotropy of the flexural response of the lithosphere in the Canadian Shield.

CanadianShield岩石圈弯曲反应的各向异性.

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8、

The flexural strength and tensile strength slightly decreased.

复合材料的弯曲强度和拉伸强度稍有降低.

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9、

For flexural strength test of cement specimen and other nonmetallic material.

用作水泥或其它非金属脆性材料试块的抗折强度测定.

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10、

Testing mechanism of flexural rigidity is described.

描述了抗弯刚度的测定机理.

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11、

In this case, the power is supplied by piezoelectric flexural transducers.

在这个例子中, 压电式受弯换能器提供电能.

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12、

By using yield line theory, the calculation formulas of shear and flexural capacity are given.

运用屈服线理论提出节点抗弯 、 抗剪承载力计算公式.

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13、

In finite and tiny displacement machine, flexural hinges a new structure machine to implement tiny displacement.

在有限微量位移机构中, 柔性铰链是实现微位移功能的新型机械结构.

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14、

The beam has a constant flexural rigidity.

该梁具有常数弯曲刚度.

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15、

A flexural oscillation model about V-shaped silicon electro thermal microactuator is presented.

提出了V型电热硅微致动器的弯曲振动力学模型.

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16、

The Evaluation of Flexural Strength after Blunting Crack in Carbon Fiber Reinforced Concrete

碳纤维增强混凝土裂纹钝化后的弯曲强度评价

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17、

The flexural problems of orthotropic rectangular plate with four free edges rested on elastic foundation have been discussed in this paper and analyzed by the Fourier trigonometrical cosine series and double trigonometrical cosine series.

本文利用Fourier双三角余弦级数和单三角余弦级数,讨论和分析了弹性地基上四边自由正交各向异性矩形板的弯曲问题。

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19、

The flexural performance of prestressed concrete beams with bonded FRP tendons and ordinary steel bars were investigated experimentally.

对5根以FRP筋为有粘结预应力筋、以普通钢筋为非预应力筋的预应力混凝土梁受弯性能进行试验研究。

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20、

The theory evaluation and the experimental verification of the special pair of hole digger flexural vibration

挖坑机弯曲振动特征对的理论计算与实验验证

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