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The results show that the equations have benefit to the deduction of the pantograph's mechanical differential equations.

研究结果表明:利用升角与升弓高之间的关系,可简化受电弓运动微分方程的推导;应用所建立的力学模型、实测数据以及简化公式可更准确地分析和计算弓网系统的力学行为。

The elasticity point-force solutions for perfectly bonded elastic halfspaces in literatures are further studied. The compact formulae of displacements and stresses are given, which can be used as Green function in the boundary element method.

对已有的关于双相材料组成空间的弹性力学基本解作了进一步整理,给出了问题的位移场和应力场的显式表达式,此解答可作为Green函数在边界元法中进行使用,从而为使用边界元法研究双相材料中的力学问题奠定了基础。

And combining finite element method and periodic boundary conditions,this article has provided the solution process for asymptotic homogenization equation and the predicting effective mechanics properties method in engineering.

本文利用渐进均匀化理论,详细叙述了求解具有周期性细观单元结构的复合材料有效力学性能的方法,并结合有限元理论和周期性边界条件,给出了求解渐进均匀化方程的过程,为实际工程问题提供了预测材料力学性能的方法。

A new concept and the regression equation of Poisson ratio are put forward for reinforced concrete based on reliable test data and regression analysis in this paper.

泊松系数和弹性模量是工程材料力学模型物理方程中的两个必须由试验确定的材性参数,力学模型的可靠性和精确度取决这两个参数的取值。

The structure and mechanical properties of polyamide 66/BASO_4 composites were studied in this paper,the effect of surface treatment of BaSO_4 was also studied.

研究了聚酰胺66(PA66)/硫酸钡复合材料的形态结构和力学性能,探讨了硫酸钡的表面处理对复合材料形态结构的影响以及活化硫酸钡对复合材料力学性能的影响。

Friction tests in moving water and field sheer tests and seepage model tests and the effects of seepage defending and rough ratio tests and the capacity of resisting from frozen bulge and ice pressure. 2. Through the series track ageing tests of geosynthetics for 14 years, if the covering is 40cm thick and the initial strength is more than 500N/5cm, the geosynthetics can be used for at least 50 years, most to be more than 100 years. Under the same conditions, the strength and elongation of geotextile are both decrease, and for geomembrance the strength increased in early days. One important ageing index for geomembrance is embrittlement.

2通过工程现场14年的取样,进行老化试验分析,结果显示,土工合成材料在40cm厚以上岩土严密保护的条件下,初始强度大于500N/5cm,使用年限至少可达50年,多数情况可超过100年;在同等条件下,土工织物老化在力学性能上的表现是强度和延伸率都呈下降趋势,而多数土工膜在初期力学性能上表现是强度增加延伸率下降,到后期强度和延伸率才都呈下降趋势,脆化是衡量土工膜老化性能的重要指标。

Based on the theoretical model of the optical and near-infrared wavelength refractivity which is recommended by the International Union of Geodesy and Geophysics's resolution in 1999, as well as, theory of Mendes(2004), we rededuce some theoretical formulae and give the practical expressions of hydrostatic and non-hydrostatic components of the refractivity.

本文基于国际大地测量与地球物理联合会1999决议推荐的光学和近红外波段的大气折射率差理论模型,在Mendes(2004)理论的基础上,对某些理论公式进行了重新推导,给出了大气折射率差静力学和非静力学分量的实用表达式。

Analyze the failure models of rock slope, and then classify the sliding plane, the sliding plane can be divided into self-born sliding plane, appendiculate sliding plane and mixed sliding plane, furtherly summarize the selection method of mechanics parameters to each types. Based on the classification, the author establishes the mechanics model of each sliding plane.

论文主要研究内容和结论如下:(1)阐明了边坡滑动面力学参数取值的研究对象、重点及其研究意义,简要回顾了滑动面分类、结构面强度取值、滑动面试验强度取值和力学参数反算的研究现状,针对目前研究中存在的一些问题,提出了本文的主要研究内容。

Analyze the failure models of rock slope, and then classify the sliding plane, the sliding plane can be divided into self-born sliding plane, appendiculate sliding plane and mixed sliding plane, furtherly summarize the selection method of mechanics parameters to each types. Based on the classification, the author establishes the mechanics model of each sliding plane. Discuss the influence of water and weathering and sedimentation conditions on rock slope, and then specify the geological cause of rock bedding slope, counter-tilt rock slope and cracked rock slope.

2分析了岩质边坡的几种主要破坏模式,在此基础上对岩质边坡滑动带进行分类研究,从大的方面主要分为自生型滑动面、依附型滑动面和混合型滑动面三类,总结与各类滑动面相适应的力学参数取值方法,从而建立岩质边坡滑动面的力学分析模型,讨论水、风化和沉积环境对岩质边坡的影响,归纳了顺层岩质边坡、反倾岩质边坡和破碎岩质边坡滑动面的成因。

By analyzing the mechanics relation between the sprocket wheel and the pallets of the pallet draught device in a sintering machine,the non- arching mechanics model of the pallets was established and the force control method for the non- arching sintering machine was put forward.

通过分析带式烧结机台车执行牵引装置的星轮和台车的力学关系,建立了台车无叠肩起拱的力学模型,提出了无叠肩起拱带式烧结机的力控制方法。

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