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弹性模量

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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。

A tipless cantilever was used to measure the elastic modulus of the single voxel with the ellipsoid shape.

提出了一种飞秒激光双光子成型点弹性模量的测量及结果分析方法。

The experimental results are summarized as follows: the tensile strengh and bending strengh of steel fiber reinforced lightweight aggregate concrete can be improved significantly by the addition of steel fiber; to some extent ,the addition of steel fiber can also increase the compressive strength ,although little , it radically improves the compressive toughness , and the steel fiber reinforced lightweight aggregate concrete will not fall apart with cracks; with the increase of the volume fraction of steel fiber, the elastic modulus is also rising somewhat; Poisson's ratio is influenced little with the addition of the steel fiber and the effect regularity displays unconspicuously.

本文试验研究结果可归纳如下:钢纤维的加入能明显提高钢纤维轻骨料混凝土的抗拉强度和抗折强度;掺入钢纤维使钢纤维轻骨料混凝土的抗压强度有一定程度的提高,增长幅度不大,但抗压韧性却有很大改善,使钢纤维轻骨料混凝土裂而不散;钢纤维轻骨料混凝土的弹性模量随钢纤维体积率的增大有一定提高;泊松比受钢纤维的加入影响不大,规律性不明显。

The hardened aluminides layer,about 200 nm in thickness was obtained and with increasing the Nb ion dose the hardness of the Al surface could increase up to three times larger than that of the unimplanted one.

随着注入剂量的增加,Al3Nb结晶的质量变好,当Nb离子剂量达到8×1017ions/cm2时,在铝的表面形成了约200 nm厚的金属化合物。随着注入剂量的增加,铝表面的硬度和弹性模量显著提高。

Elastic modulus of specimen processed by PPT method and HP method are obtained by adopting three-point bend test and tensile test of unnotched specimen respectively.

采用无缺口试件的三点弯曲试验,得出PPT法制备的试件的弹性模量;通过柔度变化率曲线上的第一转折点得出基体的破坏应变,并由此得到基体的强度。

Firstly, material tests of both steel stud and wallboard are taken to get the elastic modulus and ultimate strength.

在试验研究方面,首先,对钢材和墙板进行了材性试验,得到了材料的弹性模量和强度。

Structure and properties of hemp xyloid stem based viscose fiber

一种在湿态下弹性模量较高的纤维。

The results show that the mechanical properties of this PMMA depend strongly on the testing temperature. The Young's modulus and flow stress were found to decrease with increasing temperature at low strain rate. At the strain rate of 10^(-1) 1/s, strain soften was observed under all experiment temperatures. At high strain rate, with the temperature increase, the flow stress deceases remarkably while the failure strain increases, and the strain softening was also observed at the temperature above 333K.

试验结果表明:在准静态载荷下,随着温度的升高,材料的弹性模量和流动应力减小,在应变率为10^(-1) 1/s时表现出明显的应变软化行为;在高应变率(550 1/s)下,随着温度的升高,材料的流动应力逐渐减小而破坏应变增大,当温度超过333K时也有应变软化现象发生;在相同温度下,随着应变率的升高,材料的流动应力增大,但破坏应变减小。

Concrete deforms under load in an elastic manner.

钢材的弹性模量高,所以在负荷下形变小。

The phase and microstructure for the coating was investigated, and the bonding mechanism was extrapolated in detail.

同时研究了拉伸对偶件的弹性模量对涂层结合强度测试的影响,重点阐述了涂层的结合机理。

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