爱词霸英语   汉语   手机版   软件版下载 | English
每日一句:正在加载...
1.(4) Analysis results i.ndicate:under static load, the largest stress of the dangerous cross-section of the 12. 5MN twin columns pull-down high speed forging hydraulic machine is between 60MPa and 90MPa,while under dynamic load, it is between 90MPa and ISOMPa, and they are also smaller than yield limit (270MPa)of the frame.
(4)分析结果表明：该12.5MN双柱下拉式快锻液压机机架危险截面静载时的最大应力在60-90MPa之间，动载时的最大应力在90-150MPa之间，远小于机架材料的屈服极限270MPa，且动态性能良好，设计比较合理。收藏指正
2.Accordingly, to birthday danger product, should break through of 2.5% book yield upper limit to still do not have a likelihood temporarily.
因此，对于寿险产品而言，要突破2.5%的预定收益率上限暂时还无可能。收藏指正
3.The influence of yield surface shape on limit thickness strain can be represented by the P-valueproposed by Barlat,in which the effects of Rand Mare included.
屈服表面形状对极限厚度应变的影响,可以用Barlat 提出的包含了R 和M 影响的p 值表示出来.收藏指正
4.The yield strength of Q345B plate can increase averagely 20MPa ~ 30MPa by increasing lower limit of carbon content and add Ti.
试验结果表明：提高碳含量下限，加入合金元素Ti，能使平均屈服强度提高20MPa～30MPa；收藏指正
5.The dynamic yield strength and elastic constants of 2# armco-iron and stainless steel at HEL(Hugoniot Elastic Limit) Point were determined by using the shock compression technique.
由2~#纯铁和不锈钢的冲击压缩实验,确定了它们在HEL(雨贡纽弹性极限)点上的动力学屈服强度和弹性常数。收藏指正
6.THE LIMIT ANALYSIS OF THE SPHERICAL SHALLOW SHELL OF THE RECTANGLE BASE BY TTE MISES YIELD CRITERION
用Mises屈服准则对矩形底球扁壳进行极限分析收藏指正
7.Upper Limit of the Yield of Di-omega in Central Au-Au Collision at(S_(nn))~(1/2)=200GeV with HIJING
(S_(nn))~(1/2)=200GeV下Au-Au中心碰撞中Di-omega产额上限的蒙特卡罗模拟(英文)收藏指正
8.The iodine absorption value of sludge activated carbon is 326 mg·g-1,the yield is 51.31%,the BET surface area is 298 m2·g-1, and the content of metal elements in the lixivium is lower than the limit.
g-1,产率为51.31%,BET比表面积为298 m2.g-1,具有中孔性和开放的孔结构,浸出液重金属含量不超标;收藏指正
9.Because of the erratic rainfall patterns in Australia, it is often considered that soil moisture sets the upper limit on crop yield potential.
由于澳大利亚降雨类型多变，人们常认为土壤水分给作物产量定了上限。收藏指正
10.Abstract: On the basis of investigations into the progressive yield process and the possible failure modes of RCC gravity dams,the quasi-elasticity design limit state of the ctrtical stability criterion is proposed and the real working state of the dams designed according to the ctriterion is discussed.A check formula using the material strength reducing factor as the safety index and a simplified formula similar to against sliding stability fromula are derived.Finally,the corresponding design safety factors are given by using FEM calculations with various influence parameters to be taken into account.
文摘:本文在研究碾压混凝土重力坝渐进破坏过程和可能失稳方式的基础上，提出了以准弹性临界作为稳定临界准则的设计极限状态，分析了按该准则设计的大坝的实际工作状态，导出了以准弹性强度储备系数为设计安全指标的审查公式以及形式与抗剪断公式相同的简化公式，探讨了定量计算考虑各种因素影响的相应设计安全系数的合理取值，并与现行规范方法进行了比较.收藏指正
尝试查询
汉英释义