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shear force相关的网络例句

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

Five main stalk crops planted in northern China including wheat, corn, broomcorn, soybean, and millet, were chosen to be the samples of the experiments. About seven morphological traits (such as plant height, ear length, ear weight, moisture content and so on) were measured in the crop mature period. The maximum shear force during shearing process, through static test equipment, at the second internode of the basal stalk, was recorded. And shear strength of each crop was calculated to find the differences of shear strength among different crops. The optimal regression models of shear force and morphological traits were obtained by multiple linear regression method with Statistics Analysis System. The equation based on the regression models was constructed.

本文以北方主要茎秆作物(小麦、玉米、高粱、大豆、谷子)为研究对象,试验测定了成熟期茎秆基部第二节间的最大剪切力及株高、穗长、穗重、含水率等七种形态特性指标,获得了静载情况下相关样本的剪切强度;分析比较了不同茎秆作物剪切强度的差异性,并利用SAS软件对茎秆作物剪切力与形态特性指标进行了多元线性回归,得到了剪切强度对形态特性指标的最优回归方程。

The rheological character of a polymer often appears as shear-thinning. Most polymers behaviour in a solution can be explained by the polymer chain or hard sphere theory. Other than that, shear-thickening polymer solution also exists. Its behavior can be explained by dilatant theory, which suggests that the shear-thickening of the solution is due to the swelling of the polymer particles. This phenomenon often occurs in suspension or emulsion. Solution exhibits a mixed behavior can also be found whose behavior is such that shear-thinning occurs under low shear force and shear-thickening occurs under high shear force. Under this circumstance, the viscosity versus shear force graph exhibits a spoon shaped curve. The rheological study can be applied to the dispersion of paint which can predict the dispersion effect of various polymer materials in solution.

中文摘要一般高分子聚合物溶液的流变行为多半呈现剪稀(shear-thinning)的现象,而大部分的高分子在溶液中的行为是以分子链或是硬球观点来解释,另外也有剪稠(shear-thickening)现象的高分子溶液,其流变行为则是以膨胀体观点来解释,即在高剪切力下,由於高分子团体积变大而使溶液黏度升高,这在悬伏液、乳液等常见;但也有在低剪切力下,溶液具有剪稀的行为,而在高剪切力下却成现剪稠的行为,在黏度对剪切力作图时,会呈现出一个勾形曲线的图形;流变行为的探讨可应用在涂布材料的分散技术上,以推测不同的高分子溶液对分散效果的影响。

The stability of arch dam mainly depends on the support force of downstream rockmass behind abutment of dam. If discontinuity and weak intermitted layer is existed in rockmass, abutment of arch dam will slide probably under pulling force and shear force at the both side of dam.

拱坝的抗滑稳定主要是依靠坝端下游岩体的支承,拱坝两岸山体在拱端推力和剪力的作用下,如果岩体中存在着不利于稳定的节理、裂隙或软弱夹层,便可能引起坝肩滑动。

The force needed to shear a ball off its pad, known as the bond shear force, is then measured by the ball shear tester.

当金球被推离键合表面时代力度即为键合金球剪切力度,其应被剪切设备所记录。

Through establishing frame-shear wall structure unisonous differential eguation and finding a result,the side shifting curve,moment and shear force distribution curve are obtained under inverted triangle load action onthe frame-shear wall structure.After analyzing and comparing,the range of best rigid characteristics for such structure has be gotten.

通过建立框-剪结构协同工作的微分方程及求解,得出框-剪结构在倒三角形荷载作用下的侧移曲线、弯矩、剪力分布曲线,经分析对比,得出框-剪结构最佳刚度特征值区间。

The conventional liquid based RP system used a special designed recoat to scrape resin from one side of the tank to the other to ensure the surface flatness. The scraping procedure will take off extra resin but with a drawback of shear force to the working part. In order to overcome the drawback of the shear force, a supporting structure is necessary to build under the working part.

目前商业化之液态快速原型系统中,大部分使用刮板铺层进行层厚控制的部份,铺层系统铺过工件表面时,微小结构容易受到刮板所产生的剪切力破坏,为了克服剪切力这个缺点,使能制作出具有外悬机构原型时,必须建立支撑结构。

L.NaCl and polyphosphates decreased the shear force of semitendinosus muscle, the shear force de...

各自适宜的嫩化条件为:4%NaCl浸渍2天、5%DSPP、3%STPP、3%TSPP、3%HMP在4℃下浸渍3天。

The quadriceps force, tibiofemoral compressive force, tibiofemoral shear force and rotational torque were applied to intact and ACL sectioned knee specimen respectively.

然而,以往在尸体上进行的解剖学或生物力学的实验研究多未考虑对标本施加生理性负载,由此得出的结论与实际差距较大。

On the safe side, we should use active soil pressure and passive soil pressure to calculate the support strength before T increased. That is RA=EA-EP Among them: RA ………… holding strength EA ………… composite force of active soil pressure EP ………… composite force of passive soil pressure Immediately, flexural torque distribution of enclosure wall can be counted. Mmax is the location of shear force zero. Equivalence beam method abridges. No matter which kind of supporting structure form, the key problem lies in the establishment depth of catch point, severity of support and enclosure wall, penetration depth and pit bottom quality of soil property.

单道锚杆支护结构计算分别采用静力平衡法及等值梁法,根据试算法插入深度t值需先进行假定墙的插入深度确定后来计算支撑力,为了安全起见,可按插入深度增大前的主动与被动土压力合力计算支撑力即 RA=EA-EP 式中:RA …………支撑力 EA …………主动土压力合力 EP …………被动土压力合力随之可求围护墙的弯矩分布,Mmax为剪力为零点的位置,等值梁法的计算略述。

The method divides block along the intersection edge of joint faces and neglects the vertical shear force between dividing-blocks i.e. takes horizontal normal force and shear force into account; as to an assumed sliding direction, by satisfying vertical force equilibrium of every dividing-block and whole force equilibrium in the sliding direction, the factor of stability can be solved.

基于此,提出分块极限平衡分析法,该方法沿非临空面交棱将块体进行分块,在忽略分块间的垂向剪力(即可考虑分块间的水平法向力和剪切力)前提下,通过满足各分块的垂向力平衡和滑动方向上的总体力平衡,求解特定滑动方向的稳定系数。

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