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elastic modulus相关的网络例句

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

The change of the EME frequency with the poisson ratio is affected by the elastic modulus as well.

通过计算,得出几种常见岩石破裂时电磁辐射频率值均达到105量级。

According to the order, the data of Caragana Korshinskii Kom is about 6.07 J/cm~2, 23.67 MPa, and 1787.98 MPa separately, and the data of Vitex is about 11.78 J/cm~2, 48.06 MPa and 3544.36 MPa separately. Additionally, the data of Fourfold Acacia is about 10.09 J/cm~2, 40.78 MPa and 2304.87 MPa , whereas the data of Grewia biloba var.parviflora is about 8.47 J/cm~2, 65.88MPa and 2523.88MPa respectively. The impact toughness four shrubs is in the bound of the data of wood in China, but the compressive strength and compression elastic modulus parallel to grain are some small than those of ordinary wood.

柠条的冲击强度为6.07J/cm~2,顺纹抗压强度为23.67MPa,顺纹抗压弹性模量(来源:AB75C论文网www.abclunwen.com)为1787.98MPa;荆条的冲击强度为11.78J/cm~2,顺纹抗压强度为48.06 MPa,顺纹抗压弹性模量为3544.36MPa;四倍体刺槐冲击强度为10.09 J/cm~2,顺纹抗压强度为40.78 MPa,顺纹抗压弹性模量为2304.87 MPa;扁担木的冲击强度为8.47J/cm~2,顺纹抗压强度为65.88MPa,顺纹抗压弹性模量为2523.88 MPa。

The equivalent elastic modulus and the nominal axial stress of non-regular holey laminated plates are assumed.

引入等效弹性模量和名义截面应力的概念,建立了单向非规则多孔材料层合板的正交各向异性力学模型。

On the basis of relative researches in the world, the hooping theory of CFST was deduced by use of energy principle and minimum potatial energy principle , moreover, use modified axial elastic modulus of steel tube and core concrete in order to reckon in the increase of CFST load-carrying capacity.

本文在国内外研究成果的基础上,利用能量法和最小势能原理导出了钢管混凝土结构的受箍机理和钢管、核心混凝土修正轴压弹性模量,进而修正了钢管混凝土修正轴压弹性模量并以此来计入钢管混凝土受压结构承载力的提高。

The results of simulations of three-graded-concrete supported beam under dynamic load show that in the impact load the carrying capacity improved and the displacement decreased when specimen failed, and without inial static load, it is dangerous that material tensile strength and elastic modulus were improved to its 1.3 times in the code.

三级配混凝土动载数值模拟结果表明,在短时高速的冲击荷载作用下,试件的极限承载力提高,破坏时的位移降低;在没有初始静载的情况下,规范规定的把材料的抗拉强度和弹性模量提高1.3倍所得极限承载力相对较大。

This result can be used to explain not only the microhardness and elastic modulus of coatings changing with respect to measurement direction and locations, but also the wear mechanism of interlamellar cracking and flaking off when intense adhesion took place between wear parts during sliding.

从而解释了在压头载荷作用下,由于层间裂纹扩展的强弱不同,而使涂层的显微硬度和弹性模量的测量结果随测量方位和压头取向发生变化。

Under triaxial compressive conditions, with an increase of loading, the propagation and sliding of microcracks in rocklike materials become increasingly intense and lead to a serial of consequences, such as nonlinear stress-strain relationships, deterioration of elastic modulus, anisotropic deformation, volumetric dilatancy and irreversible plastic strain, etc..

三维压缩条件下,随着载荷的逐渐增加,岩石类材料内部微裂纹的传播与错动不断加剧,最终导致非线性应力-应变关系、弹性模量的减小、变形的各向异性、体积膨胀以及不可逆塑性变形等结果。

Based on the research results of single layer films, three superlattice films of NbN/TiN, TaN/TiN and TaWN/TiN have been designed and synthesized and their microstructure has been investigated. The action of lattice mismatch and elastic modulus difference on the hardness anomalous increase of nano-multilayer films has been compared from the experimental research.

在单层膜的研究基础上,设计并制备了NbN/TiN、TaN/TiN和TaWN/TiN等三种超晶格薄膜,研究了它们的微结构特征,并通过实验研究对比了晶格错配度和弹性模量差异对纳米多层膜硬度异常升高的作用。

The cellular structure of porous metal-bonded diamond wheel can be modeled by tetrakaidecahedron and their elastic modulus can be calculated by the finite element method. Furthermore, diamond is acted as reinforced particle.

利用十四面体模型描述开孔金属结合剂金刚石砂轮胎体的胞体结构,并用有限元方法确定材料的弹性模量,进而将金刚石以增强颗粒的形式加入胎体材料中,形成开孔结构的金属结合剂金刚石砂轮节块的有限元模型。

Meanwhile, the three-dimensional mechanical characteristics of calcium thenardite salt rock take great changes after a period of solution pervasion actions. The compression strength of calcium thenardite rock salt changes from 46.53MPa to 11.42MPa after 49h solution pervasion with 2.0MPa confining pressure. Accordingly, the elastic modulus changes from 43.700MPa to 0.834MPa.

由于溶解渗透使得矿物组成及其结构的变化,钙芒硝盐岩在溶解渗透前后三轴力学特性差异也很大,在2.0MPa围压的作用条件下,溶解渗透49h之后,钙芒硝盐岩的强度由未溶解渗透时的46.53MPa,降低为溶解渗透后的11.42MPa;与此同时,弹性模量也由43.700MPa降低为0.834MPa。

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