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shearing strain相关的网络例句

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

The dissertation mainly has a research on beam shape of concrete transfer floor. The load form of transfer floor is complicated and the stress-strain changes greatly, so the structure design could be divided into the calculations of rectangular sections in bending, incline plane in shearing, and shear wall structure.

本文以目前广泛使用的梁式钢筋混凝土转换层为研究对象,针对梁式转换层受力复杂,应力应变变化大,重点研究了深梁截面设计法的正截面受弯、斜截面受剪及转换层剪力墙结构的计算,并对转换层结构构造设计进行了分析。

The rule of asphalt response to load and distortion was gained after analysis of the relationship between shearing stress, strain and distortion.

流变学是研究材料在力的作用下,物质流动和变形构成及随时间变化与发展的一般规律科学。

Using the edited program, the deflection, stresses on three directions, principal stresses, maximum shearing stress and principal strain at any computing point under any number of wheel loads in a road pavement structure with any number of layers could be computed.

本文叙述如何根据非轴对称半空间弹性体应力和位移的基本表达式以及由多层体系边界条件建立的线性方程组编制计算机程序,运用巳编制的计算程序,可在袖珍计算机和微型计算机上求得多层弹性体系内任意点的应力和位

Changes in rheological properties and structure of shark fin s(gel strength,maximum breakage strain,shearing strength and fracture stress) were studied on shark fin s heated for various periods(1h,2h,3h,and 4h)by a texture meter.

研究了鱼翅在不同加热时间(1、2、3、4 h)条件下组织构造及其物性学参数(凝胶强度、最大破断应变、剪切应力、破断强度)变化,并测定了胶原蛋白含量。

Changes in rheological properties and structure of shark fins (gel strength, maximum breakage strain, shearing strength and fracture stress) were studied on shark fins heated for various periods (1h, 2h, 3h, and 4h) by a texture meter.

研究了鱼翅在不同加热时间(1、2、3、4h)条件下组织构造及其物性学参数(凝胶强度、最大破断应变、剪切应力、破断强度)变化,并测定了胶原蛋白含量。

Secondly, with a triaxial test instrument for unsaturated loess which can work with computerized tomograph carried original Q3 and Q2 loess testing on instantaneously, quantificationally and undamaged scanning. Combining CT images, data and stress-strain curve, this paper divided shearing process into 4 period with respectively analyzing studying.

其次,应用非饱和黄土的三轴CT扫描仪,进行了原状Q_3、Q_2黄土的三轴试验过程的动态、定量、无损的CT扫描,结合CT图像、数据与应力应变关系,对非饱和黄土的剪切过程分4个阶段进行了深入分析研究。

By adopting strain intenerated model and using numerical calculation of FLAC(Fast Lagrangian Analysis of Continue), deformation and destruction course under pick cutting is researched, different parameters' great influence on plasticity district, max displacement, max main stress and max shearing stress under the various kinds of operating modes is analyzed.

采用应变软化的模型,使用连续介质快速拉格朗日分析法(FLAC,FastLagrangianAnaly-sisofContinue)进行数值模拟计算;研究截齿截割作用下煤体变形破坏过程;分析各种工况下不同参数对煤体塑性区、最大位移、最大主应力、最大剪应力的影响。

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。

The interface shearing force's differential equations were established based on various principle, in which the energy of strain for concrete flange plate and cold formed steel U section beam and shear connector are calculated.

分别计算混凝土板、剪力连接件、U型钢的应变能,利用变分原理建立冷弯U型钢与混凝土组合梁的界面剪力微分方程。

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