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Injection molding feed of Fe-Ni-Cu-C alloy coarse powder with particle size of 60um was prepared, effect of rate of shear, temperature and proportion of powder and binder to rheological behavior of feed was studied, viscosity number of three kinds of feed in different temperature was measured by capillary viscosimeter strain sensitivity factor three kinds of feed with different component were compared.

制备了平均粒度为60m的Fe-Ni-Cu-C合金粗粉汁射成形喂料,研究了剪切速率、温度、粉末和粘结剂比例对喂料流变行为的影响,应用毛细管粘度计测量了三种喂料在不同温度下的粘度值,比较了三种不同成分喂料的应变敏感性因子的大小。

The monotonic and cyclic shear tests of the interface between geotextile and gravel as well as geotextile drawing tests were conducted with the apparatus. The interface was found to exhibit strain-softening and obvious aeolotropic normal displacement which was affected by the normal stress.

剪切试验结果表明,粗粒土与土工布接触面出现了一定程度的应变软化,相对法向位移的变化受法向应力影响很大,并表现出异向性。

It studied many factors such as blank holder pressure, anti-pressure, clearance between punch and bottom die, and parameters of dentiform on blank holder, analyzed the influence of these factors' change to stress and strain field in distortion area and the appearance of shear crack, summarized the appropriate ratio of blank holder pressure and anti-pressure, and the best range of other factors.

从压边力、反压力、相对冲裁间隙、压边圈齿形参数等各种因素出发,分析了这些因素的变化对于变形区应力应变场与剪切面裂纹产生的关系,并得出了压边力与反压力的合适配合比例,以及其他参数的正确取值范围。

Being different from the unique vein pattern under quasistatic compress, adiabaticshear fracture occurs at high stress rate in dynamic compressive test. In addition to the veinpatterns in the fractural surface, some melting area is also observed.

与准静态压缩条件下的均匀脉络纹断口形貌不同,在高应变率下发生绝热剪切破坏,在含有部分脉络纹断口中,还出现了绝热引起的熔化区。

In this paper, the baroclinic pole in baroclinic theory is supposed to be membrane-element subjected to shearing stress and normal stress in plain section. With the help of truss model, it meets the equation of two-dimension stress, Moire's strain corresponding equation and double-axis intenerate strain-stress relationship of concrete. It describes the load-behavior and working property of reinforced concrete combined torsion members in the whole load-deformation process.

本文将斜压场理论中的斜压杆表达成在平面内承受剪应力和正应力的钢筋混凝土薄膜元,借助桁架模型,满足二维应力平衡条件、莫尔应变协调条件和混凝土的双轴软化本构关系,揭示钢筋混凝土复合受力构件在受力-变形全过程中受力行为和工作性能,为研究复合受扭构件的变形行为打下了坚实的基础。

Through metallographic analyses, the failure is found to be dimple intercrystalline fracture under high strain-rate loading.

基于试样金相和断口分析,30CrMnSiNi2A钢在高应变率冲击加载条件下产生了韧窝型沿晶断裂,导致材料宏观上表现为剪切破坏。

In order to overcome the defect of traditional methods and to find a new simply and effective time-domain method to eliminate the influence of boundary reflection. The main contents of studies and achievements are as follows: The liquefiable saturated sand dynamic character researches are conducted by means of the resonant column test and the dynamic tri-axial test; The undrain dynamic relationship between stress and strain, the damping ratio, saturated sand liquefaction mechanism, laboratory liquefaction standard, the effective factors of liquefaction are considered in laboratory. Liquefaction strength parameters used in element numerical simulation are obtained.

为克服传统方法存在的问题,寻求一种简单有效、能消除截断边界反射影响的时域有限元方法,本文主要开展了如下研究工作:对工程场地土体进行了标准贯入、静力触探、剪切波速等现场原位试验、室内动三轴试验以及共振柱试验,针对研究区域内可液化的饱和土进行了动力特性试验研究,分析了饱和土体的不排水动应力~应变关系和阻尼特性;对研究区域内的饱和砂土的液化机理,室内试验液化判别标准及影响饱和砂土液化的诸多因素进行了研究,得出了工程场地土体的抗液化强度指标等有限元模拟所需参数。

Bending and torsion of monosymmetric I-section thin-walled curvedbeams with large displacement were studied in detail.The accurate expressions ofwarping displacement,normal stress,shear stress were given as well asgeneralized stress-strain relation.

对薄壁曲梁的有限位移理论进行了详尽的分析,得出了有限位移理论中单轴对称工形截面曲梁的翘曲位移、正应力、剪应力以及广义应力—应变关系的的精确表达。

Moreover, the effects of strain-rate history on its constitutive relation under torsion load were firstly researched by means of interrupted load tests at different temperatures and prestrain rates.

在给定应变率下,其剪切强度随温度的升高而降低。

In the extensional rheometric tests, the occurrence of phenomena of "strain hardening1relied on the structure of linear long chains, and mPE didn"t show the behavior of "strain hardening", which implied that the melt strength of mPE was poor.

通过研究发现,在n1PE中混入少量LDPE,不仅能够显著降低n1PE的熔体粘度,提高其熔体粘度对剪切速率的依赖性,而且还可以有效地提高mPE的熔体强度,使mPE熔体在拉伸流动中出现显著的&应变硬化&现象。

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