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tensile strain相关的网络例句

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

Focusing on the doubtable results and abnormal stress-strain curves in the tensile test of high grade line pipe body,the effect on test results of sample preparation process was analyzed,and it is considered that strain aging was the main reason caused pipe body tensile test result abnormal.

针对高钢级输送管管体拉伸性能试验中发现的异常值和异常曲线,分析了试样制备过程对试验结果的影响,认为应变时效是造成管体拉伸试验结果异常的主要原因。

Test results show that, with the addition of polyvinyl acetate, the compressive strength and compressive modulus of mortar decrease distinctly, but the ultimate strain increases significantly. The uniaxial tensile strength and bending strength increase a little, but the tensile peak-strain and the ratio of tensile-compressive and bending-compressive increase remarkably.

试验结果表明,随着聚醋酸乙烯的掺入,砂浆的轴压强度和弹性模量显著下降,但极限应变却明显增大;砂浆的轴拉强度和抗弯强度均略有提高,而极限应变、拉压强度比和弯压强度比则显著增加。

The present noise experiment therefore points to the enhancement of the tensile strain in the presence of channel narrowing, which in turn reduces the lattice mismatch.

在低频杂讯的实验中,对於通道宽度的缩减,相对应於应力的提高,也降低晶格长度不匹配的程度。

The dynamic tensile test was carried out on five TWIP steels with strain rates in the range of 102 ~103S-1 by employing a pneumatic indirect bar-bar tensile impact tester, and the results was compared to the static tensile behavior.

采用气动式间接杆杆型冲击拉伸试验装置对5种不同成分的TWIP钢在102~103S-1应变速率范围内的动态拉伸变形行为进行了研究,并和静态拉伸性能作了比较。

The upshift of valence band edge and the downshift of conduction band edge under tensile strain are responsible for that.

这是因为外加伸展应力使得矽的价电带往上移动以及导电带向下移动造成。

The desired tensile strain value is achieved by only changing the TMGa source flow during low-pressure metalorganic vapor-phase epitaxy.

在低压金属有机化学气相外延的过程中,只需调节三甲基Ga的源流量便可获得所要求的张应变量。

The applicability of this constitutive model is evaluated with the simulations of material tests conducted by Sasaki et al., includes (1)Uniaxially constant strain amplitude cyclic test,(2)Fast in tension/Slow in compression constant strain amplitude cyclic test,(3)Slow-fast-slow constant strain amplitude cyclic test,(4)Cyclic strain with tensile hold time test. Simulations based on this constitutive model have a good agreement with (1),(2) and (3), proofs that it can describe the cyclic stress-strain behavior of 60Sn/40Pb solder very well.

为验证本模式之能力,本文选择Sasaki等人之实验为对象,分别对60Sn/40Pb焊锡在(1)定应变振幅之循环单轴负荷实验、(2)拉伸快/压缩慢之定应变振幅循环负荷实验、(3)慢-快-慢之定应变振幅循环负荷实验、(4)拉伸应力保持之循环应变实验下的材料行为进行模拟,由(1)、(2)及(3)之结果证明本模式对60Sn/40Pb焊锡循环应力-应变整体行为具有理想的描述能力,并对循环塑性应变范围与应力范围之值有准确的预估。

Again, I maintain that we should use the flexural-tensile strain and the vertical shearing stress of the bottom of cover of the joint as the target for the design of the cover structure of asphalt on the old cement concrete. In addition, on the basis of much theoretical analysis, I preliminarily put forward to a designing methods to anchor the old cement concrete road by using dog irons made of iron bars and then covering it using asphalt concrete structure. Finally, through selecting the plan of the cover of the road to be experimented, and making a detailed introduction to the techniques of construction according to the result of theoretical analysis, I know that after anchoring the slabs close to each other with dog irons made of iron, and then cover them using asphalt cement concrete has an obvious effect on preventing and slowing down the reflection cracks in the bituminous concrete skin coat over the old road.

在大量分析的基础上提出了马钉锚固罩面结构中相邻两块水泥混凝土板接缝处的相对水平位移、相对垂直位移、接缝处沥青层底部的弯拉应变和剪应变的计算公式;再次,提出了采用接缝处罩面层底部的弯拉应变、垂直剪应变作为旧水泥混凝土路面上沥青混凝土罩面结构的设计指标,并在大量理论分析的基础上,初步提出了马钉锚固旧水泥混凝土板后沥青混凝土罩面结构的设计方法;最后,根据理论分析的结果,选定试验路的罩面方案,并对其施工工艺进行了详细的介绍,表明采用钢筋马钉锚固相邻混凝土板后,再进行沥青混凝土罩面的方法在防止或减缓罩面层反射裂缝方面具有明显的效果。

It mainly contains the following things. At first, I bring for the way of anchoring two cementing slabs next to by using dog irons made of iron bars and then cover the surface of the road using bituminous concrete. After analyzing the feasibility of this method by using the famous and popular use soft ware ASYS, the results show the magnitude of the temperature stresses on the limited mat coat of the road has nothing to do with the length of the concrete slabs after covering it with bituminous concrete. Meanwhile, the relative horizontal shifting, the flexural-tensile strain, and the vertical shearing stress of the slabs next to it becomes the least after anchoring them with dog irons made of iron. Therefore it proves that it really works to use this method to prevent and slow down the speed of the reflection cracks in the bituminous concrete skin coat over the old road.

首先,提出采用钢筋马钉锚固相邻水泥混凝土板后再进行沥青混凝土罩面的新方法;采用国际著名的通用有限元软件ANSYS对其可行性进行了分析,结果表明在有限尺寸的板上进行沥青混凝土罩面后,罩面结构的温度应力的大小与板的长度几乎没有关系,同时采用钢筋马钉锚固相邻旧水泥混凝土板后,可以明显地减小相邻板的相对水平位移、接缝处罩面层底部的弯拉应变和垂直剪应变,从而表明该法对防止或减缓旧水泥混凝土路面上沥青混凝土罩面层的反射裂缝是确实可行的。

This paper has studied the changes about tensile strain hardening exponent in three kinds of ST steel s by testing n-values and found changing tendency of them.

进行三种ST钢的应变硬化指数n值试验,分析试验结果,研究n值在整个应变区间的变化趋势。

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