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shearing stress相关的网络例句

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

The main points of wall surface shearing stress cementing are as follows. The results of three type of cementation logging, e.g.

中文摘要:应用壁面剪应力固井解决了委内瑞拉Caracoles油田固井实践中存在的顶替效率问题。

For some calculating cases, it is analyzed that how the primary shearing stress and the average film thickness change during the whole course from the beginning to the end of meshing.

对部分算例,分别分析了一对轮齿从入齿到脱啮的整个啮合过程中最大主剪应力和平均油膜厚度的变化规律。

The effect of two-way bendingdeformation and warping deformation on axial displacement of beam, the effect of transverse shearingdeformation and the effect of warping deformation and quadratic shearing stress can be considered.

因此,本文在原有的空间梁元分析模型的基础上,考虑了空间杆系结构的受力变形特点,提出了更加精确合理的单元分析模型。

In the symplectic geometry space, which consist of the original variables, the displacement, electric potential, magnetic potential, and their duality variables, lengthways shearing stress, electric displacement and magnetic flux, the magnetoelectroelastic solids problems are led into symplectic solution system, so the effective methods of mathematical physics like the separation of variables and symplectic eigenfunction expansion can be employed to solve the problem.

在由原变量-位移、电势和磁势以及它们的对偶变量-纵向的剪应力、电位移和磁感应强度分量组成的辛几何空间,将电磁弹性固体问题导入辛求解体系,从而使有效的数学物理方法如分离变量法及辛本征向量展开法可以用于该问题的求解。

The two means are different in physical meanings, although both are used to solve the same problem. This paper discusses how to use bottom shearing stress method to determine the resuspension rate and deposition rate, and how to select and calculate the correlative parameter.

论文就如何利用床面切应力的方法确定沉积率和冲刷率以及如何计算和选取水沙计算过程中其它相关参数展开了初步的探讨。

The replacement efficiency problems encountered in casing cementing practice in Caracoles Oil Field of Venezuela was resolved by using wall surface shearing stress cementing.

中国地质大学〈北京〉,中国石油勘探开发研究院廊坊分院北京100083,中国石油天然气集团公司,北京100724,河北廊坊065000

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。

Sample 1 had no phenomenon of pulling-out and debonding of fibres under vertical compression load and the interface bonding intensity is strong between the fibres and the matrix. The material shows brittle fracture: if σ(subscript ⊥)=60.7MPa. However, sample 1 has the phenomenon of fibres debonding because of the shearing stress between the fibres and the matrix under parallel compression load. The material shows tough fracture:σ(subscript ∥)=52.6 MPa.

试样l在垂直纤维层方向压缩载荷作用下,没有出现纤维的拔出、脱粘等现象,界面结合较强,材料呈现脆性断裂:σ=60.7MPa;而在平行纤维层的压缩载荷作用下,纤维与基体存在剪切作用,存在纤维的脱粘,试样呈现韧性断裂:σ=52.6MPa。

To reveal the complicated stress state of masonry structure in project and the effect of normal stress on shearing behavior,failure form and shearing strength,the shearing strength was obtained through experiments on 54 pieces of minitype sand-lime autoclaved aerated concrete masonry subjected to different normal stress.

为了解砌体结构在实际工程中所处的剪压复合的复杂受力状态,作用在砌体上的正应力对砌体的抗剪性能、砌体的剪切破坏形态及其对砌体抗剪强度的影响,对54个小型灰砂蒸压加气混凝土砌体进行静力抗剪试验,通过施加不同的正应力得到相应的抗剪强度;分析其破坏机理,归纳得出剪摩、剪压、斜压等破坏形态,并与砖砌体的破坏形态进行比较;根据试验结果回归分析得到灰砂蒸压加气混凝土砌体的静力剪压相关性曲线,与砖砌体的剪压相关性曲线进行对比分析,得到两者的异同;在静力剪压相关性曲线的基础上,依据变摩擦系数的剪摩理论,提出灰砂蒸压加气混凝土砌体静力抗剪强度的建议公式,并对摩擦系数进行了简化

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