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creep相关的网络例句

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Research also shows that in different test condition, sensitivity, accuracy, and stability of bending creep test at 0 C are better than that of bending test at -10C. Thus, bending creep test at 0C can preferably evaluate the crack resistance of asphalt mixture at low temperature.

结果表明,老化过程大大降低了沥青混合料的低温抗裂性能,0℃弯曲蠕变试验比-10℃弯曲试验对不同的试验条件的区分度更大,试验误差更小,稳定性更好,可较好地评价沥青混合料的低温抗裂性能。

Creep properties of BB503 steel, STE355 steel and SM41CN steel are studied by creep test. With the creep test data the surplus-life prediction of BOF shell has been completed by using"θ-Concept Project"method.

对宝钢自产BB503钢、STE355钢以及2#转炉现役炉壳SM41CN钢的蠕变特性进行了试验研究,在对蠕变数据外推的基础上,使用"θ—Concept"法对宝钢2#转炉现役炉壳的残余寿命进行了预测分析。

In order to analyze rheological property and establish constitutive model of Q_2 loess, a series of uniaxial creep experiments on different water content are done .The creep test curves and stress-strain isochronism curves are drawed with the result of experiments and conclusions are reached from the curves. The creep performance of Q_2 loess is different under the different stress level. In the different time the stress-strain isochronism curve has obvious inflection point namely yield stress and the yield stress reduces along with the increase of water content, which can be described by exponential function.

为了分析黄土的流变特性和建立相应的本构模型,本文首先根据对不同含水量的Q_2黄土进行的一系列单轴应力条件的室内蠕变试验结果,分析总结了Q_2黄土蠕变特征和应力—应变等时曲线特征,得出Q_2黄土在不同的应力水平下蠕变变形表现形式不同;在不同的时刻应力—应变等时曲线存在有较明显的拐点,拐点所对应的应力即为屈服应力,屈服应力随着含水量的增大而呈指数形式降低;Q_2黄土可近似看成一种线性粘弹塑性体。

5As for creep of the marine soft soil, the micro-mechanism of one-dimension creep is proposed: Under slight load, the initial bone strength and rank will be destroyed, while, as the time advances, deformation increases, void ratio decreases and inner particles move, bonding among particles become tight and the structure changes, and then the restitute of the old structural damage exceeds the new one. Consequently, creep will trend towards decelerate steady state ultimately.

揭示了软土一维蠕变的微观机理:当土样受荷较小时,尽管土样初始结构要受到影响,某些颗粒连结强度、胶结性、定向排列性遭到破坏,但随着时间的增长,变形增大,孔隙比减小,土体内部颗粒发生位移,使得某些颗粒结构间的联结更紧,胶结因而逐渐恢复,定向排列性亦略有回升,从而使得结构缺陷的愈合超过胶结的破坏和新缺陷的形成,蠕变最后趋于减速稳定状态。

The osculating relation exists between rockfill fabric tensor and stress tensor, which have been proved theoretically in this paper. So creep mechanism and deformation law of rockfill can be gained from varying of fabric tensor. As a result creep mechanism of rockfill creep may be revealed from microcosmic view.

堆石体组构张量与应力张量和应变张量有密切的关系,从组构张量的变化可以导出堆石体的变形机理和规律,从而揭示堆石体材料流变变形的细观机理。

The microstructures in the late stage of the creep have been observed by means of SEM and TEM. The results show that the microstructure corresponding to the macro-slip in the third stage of the creep is that a large number of dislocations shear into the rafted γ' phases,decreasing creep resistance of superalloy.

测定了[001]取向单晶镍基合金的蠕变曲线,并利用SEM和TEM对蠕变后期的微观组织结构进行了观察结果表明:蠕变第三阶段结构特征是大量位错切入筏状γ'相。

After analyzing creep properties comprehensively, the results are obtained that gypsum breccias have the creep properties of nonlinearity and acceleration, and confining pressure has great influence on creep.

对其蠕变特性进行了综合分析,结果表明,其蠕变具有非线性及加速蠕变特性,而且不同围压对蠕变的影响很大。

It is clarified for the first time that the thermal fatigue failure of solder joint is actually a creep strain low cycle fatigue failure, and a physical model for creep fatigue crack propagation has been proposed. It was pointed out that creep strain increases in the high stress area ahead of the tip of thermal fatigue crack, results on one hand that the slide of crack tip increase, inactivation more serious and crack close length increases, the other hand, that intergranular crack exists, whose direction will affect the fatigue crack propagating.

本文首次阐明了焊点的热循环失效本质上是以焊点内循环蠕变为主要应变的低周疲劳失效,并在此基础上提出了蠕变疲劳裂纹扩展的物理模型,指出热循环裂纹前端的高应力区内,蠕变加剧,使裂纹前端滑移增加,裂纹钝化加剧,导致随后的裂纹闭合扩展长度增加;同时蠕变也使裂纹前端的高应力区出现晶间裂纹,蠕变沿晶裂纹对主裂纹扩展的影响取决于沿晶裂纹的连接方向。

Based on the linear creep superposition principle, admiting average loading age coefficient and average time-lasting coefficient, adopting creep and shrinkage calcultion in ACI code, a simplified method of creep and shrinkage analysis in reinforced c

摘要根据线性徐变的迭加原理,引入平均龄期影响系数和平均持荷影响系数,利用ACI规范中的徐变和收缩计算公式,推导了钢筋混凝土轴压构件分批加载时收缩徐变分析的简化计算方法。

Based on the linear creep superposition principle, admiting average loading age coefficient and average time-lasting coefficient, adopting creep and shrinkage calcultion in ACI code, a simplified method of creep and shrinkage analysis in reinforced concrete member bearing multi-times axial forces is presented.

根据线性徐变的迭加原理,引入平均龄期影响系数和平均持荷影响系数,利用ACI规范中的徐变和收缩计算公式,推导了钢筋混凝土轴压构件分批加载时收缩徐变分析的简化计算方法。

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