变截面构件的剪应力计算

变截面构件的弯曲变形是实际构件常见变形之一，现行钢筋混凝土设计规范提供的和实际设计计算应用的剪应力计算公式未考虑截面变化的影响，有较大的误差。本文用材料力学方法推出考虑变截面影响的剪应力计算公式，以便在实际设计计算应用。     

开口薄壁结构弯扭屈曲能量原理的有限变形理论分析

The formulas of the total potential energy of arbitrary thin- walled open cross section member counting in the geometric non-linear factors is deduced. The deductions are based on the most general finite deformation theory and the two assumptions that"the     

苹果跌落冲击力学特性研究

果品跌落冲击力学特性的研究是表征其流变性能、跌落损伤机理以及设计作业件的基础。构建果实自由跌落冲击力学参数测试系统,对“富士”苹果进行不同高度的单次自由跌落、同一部位的多次跌落试验。在测试获得冲击力－时间数据的基础上,基于运动学原理进行理论分析计算,得到加速度－时间、冲击力－变形量、应力－应变以及跌落冲击弹性恢复系数等动态关系。研究结果表明随着跌落高度、跌落次数的增加,苹果冲击力、加速度峰值、冲击最大变形、冲击结束后的残余变形逐渐增大。苹果跌落弹性恢复系数随着跌落高度而逐渐降低,随着跌落次数增加而逐渐增大。跌落次数对跌落变形量增加的影响不显著,随着跌落次数的增加残余变形变化很小。     

冻胀反力系数在渠道衬砌冻胀弹性地基梁模型中的应用

为了探究渠道基土在冻胀过程中的非线性变形特性对渠道衬砌冻胀的影响,基于冻土三轴试验结果,建立考虑围压和温度的邓肯-张本构模型,参考室内三轴试验测定基床系数方法,应用数值模拟法建立冻胀反力系数随被约束冻胀量变化的计算式,并基于有限差分法离散弹性地基梁平衡微分方程。模型考虑衬砌不同点因被约束冻胀量不同引起冻胀反力系数不同的取值问题,克服以往模型中冻胀反力系数取常量的不足。应用解析解验证模型的合理性,探究冻胀反力系数分别为变量与常量时在梯形渠道衬砌冻胀力学响应计算结果上的差异。结果表明,对于边坡和渠底衬砌板,常量冻胀反力系数计算出的最大冻胀反力是变量的1.43倍,计算出的弯矩最大值平均是变量的1.12倍。因此在采用弹性地基梁理论分析渠道衬砌冻胀问题时,若冻胀反力系数采用常量,不考虑冻土的非线性变形,会使得计算结果偏大。研究结果可为大型梯形渠道衬砌抗冻胀设计提供参考。     

Artificial Neural Networks Models for Flow Stress during High Temperature Plastic Deformation of Al-Li Alloy

Using gained experimental data to develop the models of stable flow stresses at high temperature plastic deformation by statistical methods for alloy materials, precision of the models is poor and at the same time the processes of modeling are complicated with great workload. On the basis of the data obtained on Gleeble-1500 Thermal Simulator,the predicting models for the relation between stable flow stress during high temperature plastic deformation and deformation strain, strain rate and temperature for 1420 Al-Li alloy have been developed with BP Artificial Neural Network method. The results show that the model on basis of BPNN is practical and it reflects the real feature of the deforming process. It states that the difference between the real value and the output of the model is in order of 5 percent.     

Experimental Study on the Deformation Characteristics of Fine-Sandstone Under the Loading and Unloading Conditions

The deformation characteristics of the fine-sandstone is studied under the loading and unloading conditions at the three different deformation-rates and the two different stress-levels. The experimental results show that there is really the plastic-loop in the deformation curve for the loading deformation curve is different from the unloading deformation curve. But the plastic-loop is nearly unchangeable since the second circulate loading. The residual-deformation is be almost zero since the second circulate loading, and that the slope of the deformation curve increases as the deformation-rate increases, and that the residual-deformation increases as the stress-levels increases.     

THE APPLICATION OF SAND-GRAVEL-CUSHION TECHNIOUE IN THE FOUNDATION OF MOUNTAINOUS AREA

This paper presents the application of sand-gravel-cushion technique in thefoundation of mountainous area inhomogeneity and analyges non-uniformity of the foundation inmountainous,It is different from the traditional theory of sand-cushion,This is a new developmentand able to make a full use of the rock debris fill and the combinational soil-rock foundation in the mountainous areas.     

滚珠丝杠的温升及热变形对策

对滚珠丝杠的温升及热变形的对策进行了探讨,提出解决温升和热变形的方法,为滚珠丝杠的设计、安装、使用和维修提供参考.