水泥砂浆的一个热粘弹性率型损伤本构模型

利用SHPB实验系统及自行研制的混凝土类材料快速高温加热设备,对水泥砂浆试件进行了不同 温度(20~600℃)和3种冲击速度下的实验,得到了不同温度和冲击速度下水泥砂浆试件的应力应变关系曲 线。基于ZWT粘弹性本构模型,并且考虑高温下水泥砂浆损伤演化规律都服从Weibull分布,提出了一个水 泥砂浆的热粘弹性率型损伤本构模型。通过数据拟合,获得了本构模型的相关参数,结果表明:理论预测和实 验结果吻合良好。     

Comparative Study of Different Measurement Methods for Characterizing Rheological Properties of Lubrication Layer

The lubrication layer plays a governing role in predicting the pumpability of fresh concrete. To determine the effect of measurement methods on the characterization of the rheological properties of the lubrication layer, different measurement systems, including Sliper, tribometer, and the utilization of a mortar rheometer, were employed. The rheological properties and workability of bulk concrete were measured in parallel to investigate the correlation between them and the rheological properties of the lubrication layer. The results show that the measured values of the rheological parameters of the lubrication layer differ due to the systematic deviation between different measurement methods. The results obtained by both tribometer and mortar rheometer were well-correlated, having a linear relationship with the rheological parameters of bulk concrete. The correlation coefficient between results gained with Sliper and rheological parameters of concrete or lubrication layer determined with other methods was not high enough. Addition friction led to the large accidental error and overestimated yield stress obtained with Sliper. The workability of concrete is only suitable for characterizing the rheological properties of bulk concrete.     

Using the OSL single-aliquot regenerative-dose protocol with quartz extracted from building materials in retrospective dosimetry

We report on the application of the single-aliquot regenerative-dose (SAR) protocol to the optically stimulated luminescence signal from quartz extracted from fired bricks and unfired mortar in retrospective dosimetry. The samples came from a radioactive materials storage facility, with ambient dose rates of about 0.1 mGy/h. A detailed dose-depth profile was analysed from one brick, and compared with dose records from area TL dosemeters. Small-aliquot dose-distributions were analysed from the mortar samples; one associated with the exposed brick, and one from a remote site exposed only to background radiation. We conclude that unfired materials have considerable potential in retrospective dosimetry.     

On Higher Order Pyramidal Finite Elements

In this paper we first prove a theorem on the nonexistence of pyramidal polynomial basis functions. Then we present a new symmetric composite pyramidal finite element which yields a better convergence than the nonsymmetric one. It has fourteen degrees of freedom and its basis functions are incomplete piecewise triquadratic polynomials. The space of ansatz functions contains all quadratic functions on each of four sub-tetrahedra that form a given pyramidal element.     

皖南牌坊传统灰浆的科技研究

采用FTIR,XRD,SEM等技术,对皖南牌坊上的传统灰浆材料配方进行了初步研究。结果表明,牌坊灰浆样品为石灰掺桐油或糯米而形成的有机-无机复合材料。桐油灰浆强度的形成主要源于灰浆中石灰的碳化反应、桐油与氧气的交联反应和Ca2+与—COO-的配位反应以及由此而形成的致密片层状有机-无机复合结构。糯米淀粉对灰浆碳化过程的调控作用而形成的细密的微观结构是糯米灰浆具有良好性能的微观解释。     

传统糯米灰浆碳化过程中Liesegang环的形成机理研究

采用FTIR,XRD,SEM等技术,对传统糯米灰浆碳化过程中出现的Liesegang环现象进行了初步研究。结果表明,使用陈化石灰和糯米浆制备的糯米灰浆在碳化过程中能形成较明显的Liesegang环;陈化石灰-糯米灰浆固化后的极小孔隙,是传统糯米灰浆中Liesegang环形成的本质原因,其形成机理符合延迟成核理论。     

外载荷作用下水泥砂浆复合材料中的弹性波波速分析

为研究水泥基复合材料中弹性波频散特性,应用主频分别为50kHz、300kHz和1MHz三种声波探头,对钢纤维体积含量分别为0.5%、1.0%和3.0%的三种钢纤维增强水泥砂浆试件进行了单轴压缩下的弹性波测试实验。结果表明:在加载初始阶段,P波波速随着载荷增大而明显增大,但这种增大趋势逐渐减弱,并达到一个较稳定的值。随着钢纤维体积含量增加,波速有增大趋势。S波具有类似趋势,但其增幅比P波小得多。三种材料均表现出一定的频散效应。为消除材料在初始加载过程的非线性特性影响,采用了相对波速的方法,并讨论了相对波速的频散效应。结合多组份未胶结模型和Hashin-Shtrikman上限模型,应用一种无量纲理论模型,对比分析了弹性波波速频散规律。     

水泥砂浆石在准一维应变下的动态力学性能研究

以改进的SHPB被动围压试验方法 ,研究了水泥砂浆石在准一维应变下的动态力学响应。分析讨论了试验结果与围压套筒材料性质、几何尺寸等的关系。得到了水泥砂浆石的动态泊松比、动态杨氏模量、动态压缩强度。分析了试验中的摩擦力效应及其对围压下轴向应力应变关系的影响 ,完成了对材料弹性常数的修正。     

弹塑性摩擦接触问题形状设计灵敏度分析

提出了一种计算二维有限变形弹塑性摩擦接触问题形状设计灵敏度的算法. 采用主动集策略和mortar方法处理接触边线上的约束条件. 在mortar接触边线的切线和法线方向上采用相同的名义罚函数,提出基于名义罚函数的移动摩擦锥算法来正则化接触约束条件,发展了一种新的二维多体有限变形摩擦接触算法. 在此基础上, 通过将离散形式的摩擦接触问题控制方程对形状设计变量微分,得到了该路径相关问题的直接微分法解析设计灵敏度计算格式, 其节点位移灵敏度方程在每个增量步不用迭代、直接求解. 与国际上现有的二维多体有限变形摩擦接触问题的解析设计灵敏度算法相比,本算法不需分解为法向和切向推导,表达式较简洁,便于编程实现. 数值算例验证了算法的精度和有效性.      

A domain decomposition method on nested domains and nonmatching grids

A one directionally coupled problem on two nested domains is analyzed. The global domain and the subdomain are discretized by two triangulations that do not match on the subdomain. The connection between the two grids is established by using a stable projection operator onto the interface. An a priori error analysis is carried out and several numerical examples are given. The method is ideally suited for the case of a moving subdomain. © 2004 Wiley Periodicals, Inc. Numer Methods Partial Differential Eq 20: 374–387, 2004.