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In this paper, the particle breakage rule and breakage energy are studied during triaxial shearing, on which the associated equation is established.

论文根据堆石料的三轴试验成果,研究了粗粒土三轴剪切过程中的颗粒破碎规律和破碎耗能,提出了相关计算公式。

On the base of analysis concerning Tianjing and Tanggo-Xingang soil properties and observation results of settlements, some rules of settlement of buildings in the area were obtained. Final settlements, settlements at end of construction and the time of final settlement were discussed. Tests used for determining paramcters of four models were introduced. The parameters in Duncan-Chang model are determined from isotropic consolidation test and the parameters in Gong-Xiannan model from Ko consolidation tests while the parameters in the model proposedin chapter 2 from the equal increment stress ratio test and ones in the bounding surface model developed in chapter 3 from the effective stress-path of CIU test.

根据天津市区及塘沽新港地区的地基土质情况以及沉降观测资料,分析了该地区建筑物沉降的一些规律,讨论了最终沉降量,完工时的沉降量以及沉降稳定时所需要的时间,介绍了确定各模型参数所需要的试验:Duncan—Zhang模型参数根据等向固结的三轴试验确定;龚晓南Ko固结模型根据Ko固结三轴试验确定;本文建立的非线性弹性模型根据等向增量应力比试验确定,边界面模型参数可根据固结不排水剪切试验的有效应力路径确定。

However, the pseudo-triaxial strengths of several rocks from the best fitting solutions have great scatterness from the real magnitudes. Also, it does not correspond to the experimental results that rock has the same strength under conventional triaxial compression and tension; the maximum increase of strength from intermediate principal stress has a linear relation with the minor principal stress; and the first-order derivative of strength has an interruption at the peak point.

此外,统一强度理论认为岩石三轴伸长强度与常规三轴压缩强度相同,在最小主应力恒定时中间主应力引起的强度最大增加值随最小主应力线性增加,且强度关于中间主应力的一阶导数在峰值点是不连续的,这些都与试验结果不能完全协调。

The shear yield surface in π plane and θ〓 direction are gained from the true triaxial test data.

用普通三轴试验数据拟合了体积屈服面与子午平面上q方向的剪切屈服面,用真三轴试验数据拟合了偏平面上q方向剪切屈服面与θ〓方向的剪切屈服面。

At present, all the P-Y curve methods recommended by the referring code demand using geotechnic parameters C_u (three-axle undrained shear strength) and ε_50(the strain value that is equal to a half of the difference stress in the undrained triaxial compressing test). Moreover, we must do the complex and expensive triaxial geotechnic experiment to get those two geotechnic parameters, so they restrain the P-Y curve method from using comprehensively.

但目前国内外有关规范推荐的P-Y曲线均需用到土工参数C_u和ε_(50)(三轴不排水压缩试验中最大主应力差一半时的应变值),而获得这两个参数需要进行比较复杂且费用较高的土工三轴试验,限制了P-Y曲线法的广泛应用。

Third, the stress-strain and damage parameters on multiaxial fatigue damage critical planes were analyzed. A new multiaxial fatigue damage parameter was presented. This parameter can not only describe multiaxial proportional and nonproportional loading, but also uniaxial loading.

第三,对多轴疲劳损伤临界面上的应力应变及损伤参量进行了分析,在此基础上提出了一种新的多轴疲劳损伤控制参量,该参量不仅能够描述多轴比例与非比例加载下的疲劳损伤,而且可以退化成单轴的形式。

For achieving large-scale space photoelectric tracking, the axis error of the new three-axis gimbal with collimation axis eccentricity was studied.

摘要本文分析了实现大范围空间光电跟踪的视轴偏心三轴跟踪机架的轴系误差。

In view of a new-type three-shaft gear transmission with inner planet gear ,the formulas for meshing-force and meshingefficiency have been set up.

针对新型的三轴式内齿行星传动,分析了内齿平动的轮齿的啮合力和啮合效率,并以某种型号的三轴式内齿行星减速器为例进行了效率计算。

Ellipsoid is given followed by the same definition of the standard ellipsoid equation, and the long axis of the ellipsoid volume formula of a ternary quadratic equation that the circumstances under which ellipsoid provides the basis to determine the final conditions in the ellipsoid three-ball, how long, the size of it?

接着同样给出椭球面的定义,椭球面的标准方程,及椭球的三轴长,体积公式,对一个三元二次方程什么情况下表示椭球面提供了判断依据,最后在此条件下椭球的三轴长又如何计算,体积呢?

In this study, a commercial CAD/CAM Software is used to plan and generate the multi-axis tool path, and a table rotating/tilting type five-axis machining center is used to perform the experimental machining operation. The material of the die studied is NAK 80 die tool steel, and the geometries are modeled as concave and convex spherical surfaces. Milling parameters considered are spindle speed, feed rate, and different types of cutting tool path. The experimental results show that the surface roughness for concave spherical surface is about 0.247 μm and roundness is about 0.0283 mm and the surface roughness for convex spherical surface is about 0.250 μm and spherical roundness is about 0.0551 mm under the cutting conditions mentioned in this study.

本研究的实验方法与步骤包括利用商用CAD/CAM系统针对实验对象规划三轴/五轴同动加工路径,并经后处理程式转换,在本实验室之平台倾斜/旋转型之五轴加工机上进行实验,实验对象为NAK80模具钢材料之凹与凸球形曲面之加工,此外考虑的切削条件有主轴转速、进给速度、加工路径等,在本研究所设定之最佳切削条件下,凹球形曲面之真圆度约为0.0283 mm,粗糙度为0.247 μm,而在相同切削条件下,凸球形曲面之真圆度为0.0551 mm,粗糙度为0.250 μm。

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