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It was found that the low cycle fatigue character has close internal relations with the high cycle fatigue character. In the research of high cycle fatigue of concrete, the test means of cyclic loading between the set constant of force or stress has been extensively used. But this kind of test means can't be used in studying the behavior of concrete low cycle fatigue under large strain.

在研究中发现低周疲劳特征与高周疲劳特征有着密切的内在联系,但高周疲劳问题研究中使用的是在设定的力或应力的上下界限之间重复受力的试验方法,这种方法已无法用于混凝土高应变低周疲劳性能的试验研究。

Because of only decennary or more researching course, current work on the control methods and control devices is far unmature. For the purpose of deriving the structural system to step into practical projects and ultimaly form directive criterion or regulations, it has important academic and practical significance to engage in theoretical analysis and experimental study on the structral system thoroughly and systematically.

由于该研究仅有十余年的历程,故目前对其控制方法和控制装置的理论及试验研究均尚不成熟,为推动该结构体系走入实际工程并形成可指导实际设计的规范或规程,对该结构体系进行深入、系统地理论分析和试验研究具有重要的理论和实际意义。

From these researches as above, this paper found a new method to analysis salty soil road engineering properties by phase equilibrium theory, which provides a new angle of analysis on salty soil properties, experiment and engineering practice in these ways as follows:(1) Analysis the disadvantage of traditional salty soil experiment;(2) Analysis the disadvantage of current salty soil definition by phase equilibrium theory, and gives the chart of distinguish salty soil by the condition of hydrography and climate change;(3) Analysis the mechanics of subgrade frost boiling based on the change rule of liquid content;(4) Based on the change rule of ingredients content and volume in salty soil, analysis the mechanics of subgrade salt heaving and the restraining method by adding sodium chloride.

通过以上研究,本文初步建立了以相平衡理论为核心的盐渍土路用工程性质分析方法,该方法对盐渍土工程性质的理论分析、试验研究以及工程实践提供了新的研究思路与方法,具体体现在:(1)分析了传统的盐渍土试验存在的缺陷;(2)分析了现行盐渍土定义的不足,并以相平衡理论为基础,结合水文、气候条件的变化给出了判别盐渍土的诺谟图;(3)分析了盐渍土盐溶液含量的变化规律,并从盐渍土含液量变化规律出发,分析了盐渍土路基较非盐渍土路基翻浆严重的机理;(4)分析了盐渍土各固相含量及其体积的相变规律,并在此基础上分析盐渍土路基的盐胀机理,以及采用添加氯化钠来抑止硫酸盐盐渍土的盐胀机理

In the second part, by using uniform design and orthogonal design methods, some groups of mix test of foam lightweight with different component are conducted, the test data is analyzed by neural networks model and regression model, and optimum mix proportion is obtained. Orthogonal design for mix material considering density factor is presented, as well as uniform design for mix material adapting to different density. The mechanic characteristics of foam lightweight material and engineering characteristics differing from general material under an allround press are founded. Through the analysis of asymmetry settlement for Doulong sluice and the comparison of correct deflection scheme, the foam lightweight material shows some advantages in the load reduction.

在泡沫轻质材料的研究方面,利用均匀设计和正交设计方法进行了几组不同组分的泡沫轻质材料的配方试验,利用神经网络模型和回归模型对试验数据进行处理,得出最优配方;提出了考虑密度因素的混料配方的正交设计方法和适合不同密度时的混料配方均匀设计方法;研究了泡沫轻质材料的力学特性,并发现了在围压作用下所表现出的不同于一般材料的工程特性;论文将上述研究成果用于斗龙港闸工程的处理设计,通过对该闸的不均匀沉陷分析和各种纠偏方案比较表明,采用泡沫轻质材料进行减载处理有一定的优越性。

The new method is given to design the optimum profile modification curve design The effects of optimum profile gear in improving the dynamic performance of gear transmission are verified in the Gear Dynamic Performance Test Rig In this dissertation, the main study contents and creative results are shown as following: The influences on the gear transmission system caused by the gear's accumulated error (periodic error and harmonic error) are theoretically studied. A new method is developed to simulate the gear's harmonic error by using the 2-order MARKOV process A simulated model of the dynamic performance which is excited by the gear's accumulated error is obtained.

本文在前人大量研究的基础上,结合作者承担的国家自然科学基金项目"齿轮传动动态系统辨识与三维修形研究"和山东省自然科学基金项目"齿轮传动动态性能仿真及结构参数、齿形的优化修形",采用理论和试验相结合的新思路,系统地研究了齿轮传动的动态性能,建立了能正确描述齿轮传动系统动态性能的仿真模型和系统辨识模型,给出了确定齿轮传动轮齿修形曲线的优化设计方法,利用自行研制的齿轮传动动态性能试验装置,验证了优化修形齿轮对提高齿轮传动动态性能的突出作用。

In order to research the mechanical properties and deformability of pisolite grouting material, based on the earlier study, size effect, strength translation, different age strength and stress-strain curve of PGM were studied.

为深入研究豆石型灌浆料的力学性能和变形性能,在前期试验研究的基础上,对豆石型灌浆料的尺寸效应、强度转化、不同龄期强度以及应力应变曲线进行了试验研究。

The main achievements could be summarized as follows.1. The basic stress-strain characteristics and related physical mechanisms for sands under cyclic rotation of principal stress axes were investigated based on three kinds of drained tests including fixed principal stress axes, cyclic rotation of principal stress axes with magnitudes of principal stresses kept constant, and cyclic changes of principal stresses in both their axes and magnitudes. The main deformation behavior of sands with inherent anisotropy under cyclic rotation of principal stress axes with magnitudes of principal stresses kept constant was obtained in the following.

本文从试验研究、规律分析、数学建模和工程应用四个方面,对应力主轴循环旋转条件下砂土的变形特性进行了较为深入的研究,取得了如下主要研究成果:(1)基于对饱和砂土进行的主轴固定单调剪切、纯应力主轴循环旋转以及主应力幅值与应力主轴耦合循环变化的三类完全排水试验成果,分析和揭示了应力主轴循环旋转条件下砂土的基本变形规律,并探讨了其受力变形的内在机理。

Existing literature on the inquiry,collation and analysis,this article had the following major tasks:1st,finite element simulation of the current analytical methods are summarized,and system introduction finite element software ADINA and ANSYS applied in the reinforced concrete built-up section.2nd,system introduction reinforced concrete component material performance as well as reinforced concrete nonlinear analysis main mathematical model. 3rd,the use of ANSYS and ADINA software simply supported beam simulation were compared.4th,uses the ANSYS analysis software,conducted 7 radical center bearing reinforcing steel-side steel pipe concrete short stump simulation test research,the research had indicated the reinforcing steel the existence strengthened the pillar ductility greatly.5th,based on ANSYS,has conducted 2 radical center bearing reinforcing steel-side steel pipe concrete member in bending simulation test research.

通过对现有文献的查询、整理及分析,本文进行了以下主要工作:1、对目前有限元模拟分析方法进行了总结,并系统的介绍了有限元软件ADINA和ANSYS在钢筋混凝土组合结构中应用。2、系统的介绍了钢筋混凝土构件的材料性能以及钢筋混凝土非线性分析的主要数学模型。3、利用ANSYS和ADINA软件对简支梁进行了对比模拟分析。4、利用ANSYS分析软件,进行了7根轴心受压钢骨-方钢管混凝土短柱的模拟试验研究,研究表明钢骨的存在大大加强了柱子的延性。5、利用ANSYS分析软件,进行了2根轴心受压钢骨-方钢管混凝土受弯构件的模拟试验研究。

The test result of a sulphate resistance agent for the concrete used on canal system is introduced herein.

介绍了一种用于渠系混凝土的抗硫酸盐侵蚀剂的室内试验研究结果,试验内容包括单纯硫酸盐条件下的侵蚀试验、硫酸盐结合C l-和Mg2+条件下的侵蚀试验以及干缩循环条件下的侵蚀试验。

Cooperating with enterprise, this project has developed surface adhering sand glass fiber bar and carbon fiber bar, conducting experimental research on mechanical property of FRP bar, measuring main mechanical property indexes of tensile strength, elastic modulus and ratio of elongation, etc.

摘要]对表面粘砂玻璃纤维筋、碳纤维筋试验方法、基本力学性能进行试验研究,测试FRP筋的抗拉强度、弹性模量及延伸率等主要力学性能指标;对FRP筋试验过程、试验方法、破坏形态进行详细介绍,通过对试验结果进行处理,提出了用于构件设计的力学性能指标,供工程技术人员参考。

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这两个团体间的分歧难以掩饰。

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