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shearing modulus相关的网络例句

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与 shearing modulus 相关的网络例句 [注:此内容来源于网络,仅供参考]

The bender element system has been developed to characterize the maximum shearing modulus of soil mass, which provides a reliable and non-destructive method.

弯曲单元量测系统是一种实验室内用于无损检测土样最大剪切模量的土工试验手段。

Dynamic rheological test was introduced and the dynamic shearing modulus G', the loss modulus Gand the complex viscosity of coatings were measured.

把流变动态测试引入铸型涂料的研究,测量出了铸型涂料的动态剪切模量G〓、损耗模量G〓和复合粘度η〓。

Applying the Whitney-Riley model to the soil-root complex, calculating formulas, which were related to modulus of elasticity E in direction of plant roots growth, modulus of elasticity E to be vertical to direction of plant roots growth and shearing modulus G in plane of plant roots growth, were established.

运用Whitney-Riley模型,推导出土壤—根系复合体根系生长方向的弹性模量E、垂直于根系生长方向的弹性模量E和根系生长平面的剪切模量G等工程常数的理论计算公式,为进一步研究土壤—根系复合体工程特性提供了一种方法,具有一定的参考价值。

Interfacial shearing elastic modulus and interfacial shearing viscosity increased to 4.958mN/m and 3.9244mN ?

2三元复合驱采出液水相视粘度随着聚合物含量和相对分子质量的增加而增大。

The results show that the amorphous PLGA fiber with porous structure (0.1-1.0 μm) is obtained by diluted solvent spinning method and the mechanical properties is affected by pressure and temperature. Bending strength and shearing strength of the samples increase firstly and then decrease with the increase of molding temperature and pressure. While the molding temperature is 160℃and the pressure is 105MPa, the PLGA materials possess optimal mechanical properties, bending strength, shearing strength and bending modulus 187.3 MPa, 100.0 MPa and 2.5 GPa, respectively. The mild temperature molding PLGA materials are desired to play a grate role in non-bearing internal fixation devices.

研究结果表明:非晶多孔结构的PLGA纤维可通过溶液沉析纺丝的方法获得,其孔径为0.1~1.0μm;压制压力和压制温度对材料的力学性能影响较大,材料的抗弯强度、剪切强度和抗弯模量均随着温度和压力的增大而先增大后降低;在压制压力为105MPa,压制温度为160℃时,试样的力学性能比较理想,此时,其抗弯强度可达到187.3MPa,剪切强度达到100.1MPa,抗弯模量达到2.5GPa,可望作为非承重部位骨折愈合内固定材料。

Received the asphalt mixture mechanics performance index with frequency through FSCH test, it point out that the complex shearing modulus: G*, G*/sind can appraise the high-temperature performance of different asphalt mixture well. But phase angle: d can't relatively produce quality of high-temperature performance of every asphalt mixture obviously.

通过FSCH试验得到不同频率下沥青混合料力学性能指标,指出复数剪切模量G*、G*/sinδ能较好地评价不同沥青混合料的高温性能,而相位角δ不能明显地比较出各沥青混合料高温性能的优劣。

Received the asphalt mixture mechanics performance index with frequency through FSCH test, it point out that the complex shearing modulus: G*, G*/sind can appraise the high-temperature performance of different asphalt mixture well. But phase angle: d cant relatively produce quality of high-temperature performance of every asphalt mixture obviously.

通过FSCH试验得到不同频率下沥青混合料力学性能指标,指出复数剪切模量G*、G*/sinδ能较好地评价不同沥青混合料的高温性能,而相位角δ不能明显地比较出各沥青混合料高温性能的优劣。

Through making diagrams using matlab program ,first we must know submits the shearing force coefficientα_s, the space characteristic Tg, stiffness concern a modulusβ, biggest shearing force coefficientα_.Then we can get shaking tier of base shearing force modulusαand shaking tier of displacement across D, which will define structure basis shearing force F_ and verify if structure displacement D satisfy standard structure request displacement . Therefore, the designer can estimate the earthquake reaction of the composite base isolation structure directly.

通过matlab编程,制作图表,在给定屈服剪力系数α_s,场地特征周期T_g ,刚度关系系数β,最大剪力系数α_情况下,可得到隔震层基底剪力系数α和隔震层位移D,从而确定结构基底剪力F_,并验证结构位移D是否满足规范结构要求位移,设计人员可以直接估算出复合隔震结构的地震反应。

Three optimal structures were gotten in this paper by the model of elastic modulus along the grain, elastic modulus in tangential direction, in-plane shearing modulus and laminate rigid:①0/90/0/90/0/90/0/90/0, the outside four veneer is modified, the along grain MOE and MOR are 8377MPa, 60.9MPa respectively; The across grain MOR is 35.1 MPa, and TS is 17.2%.

4通过应用杨木单板顺纹弹性模量、横纹弹性模量、面内剪切模量及层合板刚度模型进行杉木胶合板结构设计,经多次修正,得出较好结构有以下几组:①0/90/0/90/0/90/0/90/0,最外四层为杉木改性单板,顺纹弹性模量和静曲强度分别达到了8377MPa,60.9MPa;横纹静曲强度为35.1 MPa,吸水厚度膨胀率为17.2%。

Such a diagram will show a definite straight-line portionin which the shearing stress is directly proportional to the shearing strain, Like the normal stress-strain ratio, the ratio of the two shear quantities, is known as the modulus rigidity or shear modulus of elasticity.

这个图表中的直线部分明确表示出剪切应力与其产生的相应的剪切应变。象常规的应力应变比值一样,此两者剪切量之间的比值,被称为弹性剪切模量或者硬度系数。

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