1)time-dependent loading变荷载
1.Analysis of one dimensional nonlinear consolidation of layered soils under time-dependent loading;变荷载下成层地基一维非线性固结分析
2.Analytical theory for one-dimensional thermal consolidation of saturated soil under time-dependent loading变荷载下饱和土一维热固结解析理论
3.Axisymmetric Biot consolidation of a semi-infinite isotropic saturated soil subjected to time-dependent loadings变荷载作用下轴对称饱和半空间均质地基Biot固结分析
英文短句/例句
1.Studyon the Variable Load in 60-year Design Reference Period60年设计基准期下可变荷载标准研究
2.Analytical theory for one-dimensional thermal consolidation of saturated soil under time-dependent loading变荷载下饱和土一维热固结解析理论
3.Load P varies from 90,000 N to 45,000 N.载荷P由90，000n变化到45，000n。
4.irregularly varying service不规则变化使用载荷
5.Study on Bearing Deformation Behaviour of Oblique Piles under Vertical Load竖向荷载作用下斜桩的承载变形性状研究
6.Research on Load Transfer Behavior and Deformation Rule of Stiff Pile Composite Ground under Embankment;路堤荷载下刚性桩复合地基的荷载传递性状与变形规律研究
7.All of the load is transmitted to the straining sensing tube.全部载荷都传递到应变传感管上。
8.We can assume the load dispersion discontinuity lines.我们可以假设荷载分布的突变线。
9.Find the angular deformation sustained with such loading.求在这种载荷下出现的角变形。
10.How do engineering materials deform when bearing mechanical loads?如何做工程材料变形时，轴承机械载荷？
11.On the deformation of soft clay subjected to cyclic loading循环荷载作用下软黏土变形特性研究
12.Analysis of Bearing and Deforming Behavior of Pile Group under Lateral Load;水平荷载下群桩的受力变形特性分析
13.Load Effect on the Translation of Friction Mechanism of Four Materials载荷对4种材料摩擦机制转变的影响
14.Study on effective loads of ground motion for permanent deformation of soils土体永久变形中地震动有效荷载研究
15.Using Kolmogorov-Smirnov Test on Diagnosis of Gear Faults under Fluctuating Load Conditions基于K-S检验的变载荷齿轮故障诊断
16.Research and implementation of key techniques in static tester of suspension mechanism with variable loading变载荷外悬挂机构静力试验机的研究
17.To each increment of load they respond with a definite change of stress and deformation.对荷载的每个增量，应力的变形都有确定的变化。
18.Analysis to Large Deflections of Elastic Cantilever Beam with Constraint under Uniformly Distributed Load均布载荷下变形受约束悬臂梁弹性大变形分析
相关短句/例句
mutative load交变载荷
1.This paper contains a detailed experiment analysis on the fracture section characteristic,metallographic organization,chemical consists and mechanics property of the drill-stem subs,and performs a set of analysis calculation on the mutative load which putting on the drill-stem subs.推断出转换接头的断裂原因:在使用过程中存在选型不合理,在弯曲、拉压、扭转、冲击、振动等交变载荷的复合作用下,在危险截面产生疲劳裂纹,从而导致转换接头疲劳断裂。
2.This paper contains a detailed experiment analysis on the fracture section characteristic,metallographic organization,chemic consists and mechanics property of a drill pipe and a set of analysis calculation on the mutative load which putting on the drilling pipe.在弯曲、拉压、扭转、冲击、振动等交变载荷的复合作用下,在钻杆外表面的腐蚀坑底部产生疲劳裂纹,随着裂纹的不断扩展,导致钻杆腐蚀疲劳断裂。
3)variable load可变载荷
1.The key technology points are analyzed,including variable load,double derrick system,riser storage and engine room.介绍新一代深海半潜式钻井平台的总布置理念、思路,分析可变载荷、双井系统、隔水管存放形式、机舱数目与布置等关键技术点,并对平台总布置予以综合说明。
4)variable amplitude loading变幅载荷
1.In the present study, the fatigue tests under tension-tension variable amplitude loading (VAL) are carried out on 45 carbon steel, which is similar to the AISI 1045 steel, to investigate the probability distribution of fatigue life under VAL and investigate the validity of a new simulation model proposed in the paper for the fatigue test and the probability distribution of fatigue life under VAL.根据 45钢切口件疲劳寿命表达式中疲劳抗力系数和疲劳门槛值物理意义及概率分布 ,提出了一种新的模拟 45钢切口件变幅载荷下疲劳寿命实验及其分布的方法 ,并与拉 -拉变幅载荷下的实验结果进行了比较。
2.The fatigue life with given survivability under variable amplitude loading is predicted,and checked by simulating test using Monte Carlo method.预测了变幅载荷下给定存活率的疲劳寿命，并用蒙特卡洛法模拟变幅载荷下疲劳试验进行了验证。
5)Cyclic Loading交变载荷
1.Because of the randomness of component chain transmission, this paper introduces the SFEM to the iterative formulas of EFEM under cyclic loading to obtain the random re.针对复杂的交变载荷,推导了交变载荷下弹塑性随机有限元的迭代格式,迭代格式中,采用运动强化模型反映塑性变形引起的各向异性和包辛格效应,运用Jhansale模型描述材料的瞬态应力应变关系 由于链传动的随机因素,将随机有限元方法引入到交变载荷下弹塑性有限元的迭代格式中,得到局部应力应变的随机响应,为链传动铰链磨损分析提供了更精确的依
2.The iterative formulas of elastoplastic stochastic finite element method (SFEM) under cyclic loading are deduced and the random responses of local multiaxial stress and strain are calculated.推导了交变载荷下弹塑性随机有限元的迭代格式,计算了局部多轴应力应变的随机响应。
6)transition load转变载荷
1.When the applied load was lower than the transition load,a hard mechanically mixed layer(MML) was .在低于临界转变载荷时,复合材料的磨损表面形成硬度很高的机械混合层(MM L),改变了摩擦副的接触形式,对复合材料起到保护作用。
延伸阅读
变分原理(复变函数论中的)变分原理(复变函数论中的)omplex function theory) variational principles (in f日In}F(O(只，t)，0)l}乙+:d乙=】nll，—}——，厂:’、一几t)〔.匕，日亡卜OC一“C’日当r，0时下*(:、，t)/:在B*的紧子集上一致地趋于0(k一1，2).该结果已被推广到二连通区域(13」).若加以进一步的限制，就能得到映射函数在B、(t)内关于表征所考虑区域边界形变的参数的展开式余项的估计式(在闭区域内一致)(【4」).份卜注】存在大量的变分原理，见【A3}第10章.亦可见变分参数法(variation一parametrie nlethod);肠”ner方法(幼wner Tnetl〕ed);内变分方法(internalvariations，服t】1‘对of). 还可见边界变分方法(boundary variations，me-tll‘xlof).M.schiffer对单叶函数的变分方法做出了重要的贡献，见〔A3」第10章.变分原理(复变函数论中的)Ivaria石0“目州址妙es(加e网Plex五叮‘6佣山印ry);。即“a双“OHH从e nP一”u“nHI 显示在平面区域的某些形变过程中那些支配映射函数变分的法则的断语. 主要的定性变分原理是ljxlelbf原理(Linde场fpnnciPle)，可描述如下.设B*是z*平面上边界点多于一点的单连通区域，06B*，k=1，2;设二(;，B*)是对于B*的Green函数的阶层曲线，即圆盘王心川C!<1}到B*而使原点保持不变的单叶共形映上映射下圆周C(r)二{乙:{心}二;}的象，o<;<1.进而设函数f(:，)实现B，到B:的共形单射，f(0)‘O，在这些假定下有:l)对于L(:，B，)上任一点:?，存在位于阶层曲线L(:，BZ)上(这仅当f(B，)二BZ才有可能)或其内部的一点与之对应;及2){f’(0)1蕊}夕‘(0)}，其中g(:，)满足g(0)二o是Bl到 BZ的单叶共形映射(等号仅当f(B1)=B:时成立).Lindebf原理系从Rien坦nn映射定理(见Rle-n.lln定理(Rierl飞幻In theorem))与Sdlwarz引理(Schwarz lemrr必)推出.相当精细的构造使之能够求出由被映射区域的给定形变所引起的映射函数的逐点偏差. 定量的基本变分原理系由M.A.几aBpeHTbeB(〔1」)获得(亦可见【2])，可叙述如下，设B:是具有解析边界的单连通区域，0任B!.假定存在给定区域族B，(r)，0‘Bl(r)，0(t蕊T，T>O，B;(0)二B，，具有JOrdan边界rl(t)={:一z，=0(之，t)}，0(又续2兀，0(0，t)二Q(2二，r)，其中Q(又，r)关于t在t二O可微且对又是一致的;设F(::，t)，F(0，t)=0，F:.(0，t)>O，是把B，(t)单叶共形映射为BZ二{22:I:21
