钢筋混凝土轴心受压构件的非线性稳定性

采用我国混凝土规范GB50010-2002规定的混凝土应力一应变关系,考虑混凝土强度、构件长细比及混凝土徐变,从构件的非线性理论出发对钢筋混凝土轴心受压构件的承载力进行了研究,给出了混凝土构件临界状态时的构件边缘应变和纵向弯曲系数的计算公式。研究表明,徐变对轴心受压构件的承载力有很大影响。当不考虑混凝土徐变时,按本文公...     

Flux trapping in a macroscopic cylinderical hole drilled in Bi-Sr-Ca-Cu-O

The flux dynamics in a polycrystalline sample of Bi_1.7Pb_0.3Sr₂Ca₂Cu₃O_x with a macroscopic cylindrical hole (CH) drilled was investigated by slow transport relaxation (V-t curves) and magnetovoltage measurements (V-H curves). It was monitored that there are several discontinuities in the time evolution of quenched state in V-t curves, which was attributed to the leaving of quantized flux lines trapped through CH together with surface superconducting effects. We observed that asymmetric V-H curves demonstrate unusual remarkable counter clockwise hysteresis effects upon cycling of field. This interesting result was correlated mainly to the flux trapping inside the CH that acts as a macroscopic attractive pinning center for flux lines. Further, the hysteresis effects in V-H curves for a fixed transport current provide a direct evidence that the number of flux lines, measured dissipation and relative decrease/increase in irreversibilities could be determined by sweeping rate of external magnetic field (dH/dt) which leads also to peculiar time effects.     

Research on nonlinear constitutive relationship of permanent deformation in asphalt pavements

To predict correctly the rut depths in asphalt pavements, a new nonlinear viscoelastic-elastoplastic constitutive model of permanent deformation in asphalt pavements is presented. The model combines a generalized Maxwell model with an elastoplastic one. Then from the creep theory, the linear and nonlinear constitutive equations of the generalized Maxwell model are obtained. From the nonlinear finite element method for the rutting of the asphalt pavement, the rut depths of 4 asphalt-aggregate mixtures are obtained. And the results are compared with the ones from the finite element method by SHRP and the experiments by SWK/UN. The results in this paper are better than the ones by SHRP, and agree with the ones of the experiment by SWK/UN. This shows that the nonlinear viscoelastic-elastoplastic constitutive model, which is presented in this paper for the rutting of the asphalt pavement, is effective. The properties, such as nonlinear elasticity, plasticity, viscoelasticity and nonlinear viscoelasticity, which affect the rutting of an asphalt pavement, can be shown in the model. And the characteristics of the permanent deformation of the asphalt pavement can be presented entirely in the model.     

微量元素Mg对GH698高温合金蠕变疲劳及其交互作用的影响和机制的研究

本文研究指出,微量元素Mg能大幅度地提高GH698合金的蠕变断裂时间及断裂塑性,在不明显影响最小蠕变速率条件下延长蠕变第二和第三阶段的持续时间。Mg对高温1Hz下的拉压对称疲劳无影响,但一旦存在疲劳蠕变交互作用,Mg的有利作用就显示出来了。AES分析了Mg在蠕变过程中行为,在无应力条件下晶界偏聚的Mg,在蠕变应力作用下,晶界Mg偏聚先均匀化,再向蠕变孔洞富集,同时有减少S偏聚的倾向,导致减慢蠕变孔洞长大速率,延长蠕变第二和第三阶段。     

A Discrete Effect of the Thermal Lattice BGK Model

In this article, a discrete effect in the thermal Lattice BGK two-speed model is studied. These effects are due to the non-equilibrium state in the particle distribution function, and the non-equilibrium occurs near walls. The mechanism of the LBM counterpart of the thermal creep flow, which appears due to the temperature gradient of the boundary in rarefied gases, is clarified analytically and numerical calculations are performed for some cases. A technique for eliminating this effect is also shown.     

塑料类管材应用于住宅热介质管道的若干问题

塑料类管材正在住宅和其他建筑中得到越来越广泛的应用。其中，仅有一部分管材适用于输送热介质。塑料类管材与钢管等金属管道相比，其力学特性有较大的区别。阐明塑料类管材的物理力学特性，比较了各种塑料管材的特点，指出了塑料管材选择应用中应注意的问题。     

纳米压痕法测量Cu的室温蠕变速率敏感指数

把恒加载速率/载荷法（const.P·/P）和恒载荷法（const.P）相结合，提出了一个稳态加载和长时间保载的纳米压痕蠕变试验新方法.该方法不仅适用于高蠕变能力的低熔点材料，也适用于低蠕变能力和存在压痕尺寸效应的高熔点材料.用该方法确定Cu的室温蠕变速率敏感指数m为0.01，并发现其值不受加载段所用的P·/P值和达到的最大压入位移h-max的影响. 关键词： 纳米压痕 铜 蠕变 蠕变速率敏感指数     

The viscous-slip, diffusion-slip, and thermal-creep problems for a binary mixture of rigid spheres described by the linearized Boltzmann equation

An analytical version of the discrete-ordinates method (the ADO method) is used with recently established analytical expressions for the rigid-sphere scattering kernels to develop concise and particularly accurate solutions to the viscous-slip, the diffusion-slip, and the half-space thermal-creep problems for a binary gas mixture described by the linearized Boltzmann equation. In addition to a computation of the viscous-slip, the diffusion-slip, and the thermal-slip coefficients, for the case of Maxwell boundary conditions for each of the two species, the velocity, heat-flow, and shear-stress profiles are established for each species of particles. Numerical results are reported for two binary mixtures (Ne–Ar and He–Xe) with various molar concentrations.     

Deformational Properties of Polymer Concrete during Long-Term Exposure to Water

Changes in the elastic and viscoelastic (creep) characteristics of polymer concrete and its structural components (polyester resin, unfilled or filled with diabase flour) during a long-term exposure to water at 20°C were studied. Modeling the structural changes in polymer concrete with time showed an increase in the relative volume content of pores filled with water and a decrease in that of unfilled pores. Based on the free-volume concept and the data on swelling due to moistening and shrinkage due to physical aging of the binder, a rather accurate estimate of the time-moisture reduction function for polymer concrete was obtained. The function was found to be nonmonotonic: the interval of increase was followed by an interval of decrease.     

基于Murakami—Ohno粘塑性模型的高温蠕变分析

推导基于Ｍｕｒａｋａｍｉ－Ｏｈｎｏ（Ｍ－Ｏ）蠕变本构模型的三维有限元公式，并将损伤因素耦合进现有的有限元公式中，进行数值分析，数值结果表明损伤对蠕变有重要影响。