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strain相关的网络例句

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The results show that BFRC has favorable impact compressive strength and deformation;,and the impact compressive strength and deformation of BFRC is relational with strain rate and fibre volume content; with strain rate increasing, impact compressure strength and deformation enhance; the impact compressure strength of BFRC is better when the fibre volume content is 0.1%, and the deformation performance of BFRC is better when the fibre volume content is 0.3%.

研究结果表明,BFRC具有良好的冲击压缩强度和变形性能,且其冲击压缩强度和变形与应变率和纤维掺量有关;BFRC的冲击压缩强度和变形随应变率的增大而增加;纤维掺量为0.1%的冲击压缩强度较高,纤维掺量为0.3%时的变形性能较好。

For the case that the eigenstrains is in the form of linear function of Cartesian coordinates of the points of the inhomogeneity, the solution for the stress and strain fields is analytically derived based on the polynomial conservation theorem, the complex function method and conformal transformation together with the principle of minimum strain energy.

对于夹杂的特征应变为线性分布的情况,基于多项式保守定理,运用复解析函数法、保角变换和最小势能原理,获得了问题的封闭形式的解析解。

It was found that all the six mutants produced less conidia than TSG001 strain(187.5 × 106 conidium/plate). Among them, the conidial production of Cg-10、Cg-32、Cg-305 and Cg-608 was less than 1/100 that of TSG001 strain.

除Cg-608孢子萌发率(80%)及附着孢形成率(75%)与野生型TSG001无显著差异外,其余5个突变体均显著低于野生型。

In order to deeply analyze the distribution of maximum tensile strain during asphalt surface for Semi-rigid base asphalt pavement and compound base asphalt pavement , two types of typical structure were chosen, taking the Shell designing software BISAR 3.0 as calculation tool, considering two kinds interface contact condition of complete continuousness and not incomplete continuousness, then a comprehensive analysis was made on the maximum tensile strain of every structure on the basis different interface contact condition.

摘 要:为深入分析半刚性基层沥青路面和复合式基层沥青路面面层内的最大拉应变的规律,选取两类沥青路面的典型结构,采用壳牌设计软件 BISAR 3.0为计算工具,考虑层间完全连续状态以及不完全连续两种状态,对各结构在不同的层间结合条件下沥青层最大拉应变进行了比较和分析。

And the size of them changed with the molecular weight of chitosan. We found that adding EDC crosslinking conditions, Strain is lower obvious; in scaffold Mechanical properties and strain moved contradictorily with the molecular weight and irrelatively to RHIZOCHITOSAN.

支架的机械性质发现,加了EDC做交联的组别拉长百分比都明显较低;在市售的几丁聚醣中,随著分子量越来越高,拉长百分比也越来越低;RHIZOCHITOSAN部分拉长百分比并没有明显的趋势性。

Cowper G R%Symonds P S Strain Hardening and Strain-rate Effects in the Impact Loading of Cantilever Beams Brown Univ Division of Applied Mathematics Report No.28 , 1957,null

封加波 对薄层柱壳爆炸膨胀断裂过程的研究高压物理学报, 1988,(2)章冠人韧性和脆性断裂的分形维数爆炸与冲击, 1996,2

Immunization failure in people bitten by dogs in different epidemic areas may be due to lack of the cross-reaction between the vaccine strain and epidemic virus strain.

不同类型疫区狂犬病免疫和预防失败可能是疫苗株和地方株之间缺乏交叉反应所致。

Preventing and controlling crown gall disease applied the early biological controls strain K84, itself did not have the pathogenicity, its plasmid may synthesize one kind of bacteriocin Agrocin84, may suppress many pathogenic strains, but did not have pathogenicity to non-pathogenic strain .

防治根癌病应用较早的生防菌株是K84,本身无致病性,它的质粒可以合成一种细菌素Agrocin84,可以抑制很多有致病性的菌株,而对非致病性的菌株则无影响。

The stress-strain curve of new-old concrete and HPRRC, are suggested to be modeled by two sections: the ascending section of the stress-strain curve is simulated by cubic parabola equation and the descending section is simulated by rational fraction, where the theoretical value is in good agreement with the test value.

新—老砼及HPRRC应力—应变全曲线建议采用两段式拟合:上升段采用三次抛物线方程模拟,下降段采用有理分式模拟,理论值与试验结果吻合较好。

There are fourteen chapters, including introduction, plane stress and plane strain, two-dimensional problems in rectangular coordinates, two-dimensional problems in polar coordinates, photoelastic and moire experimental methods, two-dimensional problems in curvilinear coordinates, analysis of stress and strain in three dimensions, general theorems, torsion, bending of bars, axisymmetric stress and deformation in a solid of revolution, thermal stress, the propagation of waves in elastic solid media, at last there is an appendix on the application of finite-difference equations in elasticity.

全书共十四章,包括绪论、平面应力和平面应变、直角坐标中的二维问题、极坐标中的二维问题、光弹性与云纹实验方法、曲线坐标中的二维问题、三维应力和应变问题、一般定理、简单的三维弹性问题、扭转、杆的弯曲、回转体中的轴对称应力和变形、热应力、弹性固体介质中波的传播,最后有一附录,讲述差分方程在弹性理论中的应用。

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