高品质粉煤灰砂浆粉的配合比研究

粉煤灰砂浆粉在大连地区鲜有使用.通过对施工中常用的几种强度等级的粉煤灰砂浆配合比的试验研究,得到几组改性的大掺量粉煤灰砂浆粉实验室配合比.研究结果表明,粉煤灰砂浆粉具有较好的性价比,有望在该地区工程中推广使用.     

Influence of Carbon Nanotubes on Phase Composition,Thermal and Post-Heating Behavior of Cementitious Composites

This paper experimentally investigates the influence of carbon nanotubes (CNTs) on phase composition, microstructure deterioration, thermal behavior, and residual mechanical strengths of cementitious composites exposed to elevated temperatures. Cement mortars with small dosages of CNTs, 0.05% and 0.2% by weight of cement, were prepared and then heated at 25 °C, 150 °C, 200 °C, 450 °C, and 600 °C for two hours before being tested. The results show positive impact of the CNTs on the hydration process of cement mortar at room temperature and at higher temperatures up to 200 °C. Decomposition of the hydration products is obvious at 450 °C, whereas sever deterioration in the microstructure occurs at 600 °C. The nano reinforcement and bridging effect of the CNTs are obvious up to 450 °C. Thermal behavior characterization shows that CNTs incorporation enhances the thermal conductivity of the unheated and heat-treated mortar specimens. The decomposition of the hydration products needs more heat in the presence of CNTs. Finally, presence of CNTs significantly enhances the residual compressive and flexural strengths of heated mortar specimens for all studied temperatures.     

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.      

沥青胶浆高温性能及评价方法

为了研究沥青胶浆的高温性能,采用了3种试验方法——锥入度试验、动态剪切流变试验和旋转粘度试验,分析了石灰石矿粉、水泥和消石灰3种填料以及4种粉胶质量比(0.6,0.8,1.0,1.2)对沥青胶浆高温性能的影响,并把不同试验方法得到的结果进行了比较。结果表明:水泥和消石灰可以增加沥青胶浆的稠硬性,提高沥青胶浆的抗剪强度、抗车辙因子和粘度,从而有利于改善沥青胶浆的高温性能;锥入度试验得到的抗剪强度指标可以很好地区分不同填料、不同粉胶质量比对沥青胶浆性能的影响,并与抗车辙因子和粘度指标之间有很好的相关性,是一种评价沥青胶浆高温性能的有效方法。     

Korn's inequalities for piecewise vector fields

Korn's inequalities for piecewise vector fields are established. They can be applied to classical nonconforming finite element methods, mortar methods and discontinuous Galerkin methods.

     

聚合物乳液对水泥砂浆粘接强度的改进作用

研究了聚合物水泥砂浆（ＰＣＭ）与普通水泥砂浆之间的粘接强度，主要研究了乳液种类和掺量、偶联剂的加入、表面预处理及粗糙程度对粘接强度的影响。     

抛物问题的mortar有限元逼近的瀑布型多重网格法

用瀑布型多重网格法解决椭圆、抛物问题，已有不少研究工作[1-2]，本文对抛物问题的mortar有限元的全离散格式提出瀑布型多重网格法，证明了该方法是最优的，即具有最优精确度和复杂度．     

Mortar element methods for parabolic problems

In this article a standard mortar finite element method and a mortar element method with Lagrange multiplier are used for spatial discretization of a class of parabolic initial‐boundary value problems. Optimal error estimates in L^∞(L²) and L^∞(H¹)‐norms for semidiscrete methods for both the cases are established. The key feature that we have adopted here is to introduce a modified elliptic projection. In the standard mortar element method, a completely discrete scheme using backward Euler scheme is discussed and optimal error estimates are derived. The results of numerical experiments support the theoretical results obtained in this article. © 2008 Wiley Periodicals, Inc. Numer Methods Partial Differential Eq 2008     

高强度砂浆群钉连接件抗剪承载力试验

在混凝土桥面板预留孔浇筑高强度砂浆包裹群钉连接件以实现钢梁与混凝土有效结合.为了得到高强度砂浆包裹的焊钉的剪切强度及分析不同群钉布置形式对抗剪承载力的影响,进行了1组单钉基本力学试验和5组不同群钉布置形式的焊钉力学性能试验.试验结果表明:采用高强度砂浆包裹焊钉的连接方式可靠,焊钉具有较高的抗剪强度,单钉承载力平均值为197.2kN.在群钉连接件中不同的焊钉布置方式对承载力有一定影响,总体上随焊钉数量的增多,平均的单钉承载力呈下降趋势,焊钉数量最多的NS25试件,其平均单钉承载力为160kN,为单钉推出试验值的81%.此外,根据多排焊钉的荷载-滑移曲线,给出了多排焊钉的荷载-滑移关系表达式,与试验结果比较表明,所给表达式的结果与试验结果吻合较好.     

硅酸根电迁移反应法处理砂浆的耐久性

为提升砂浆的耐久性,用硅酸根电迁移反应法处理砂浆。通过对比试验,研究了基准砂浆、去除表面涂层的被处理砂浆、带有表面涂层的被处理砂浆试件的抗碳化、抗硫酸盐侵蚀、抗氯离子扩散和抗钢筋氯离子腐蚀的耐久性能。应用扫描电子显微镜(SEM)与压汞仪(MIP)研究了硅酸根电迁移反应法影响砂浆耐久性的微观作用机制。结果表明:砂浆试件的抗碳化、抗硫酸盐侵蚀、抗氯离子扩散与抗钢筋氯离子腐蚀的耐久性能由小到大的顺序为:基准砂浆、去除表面涂层的被处理砂浆试件、带有表面涂层的被处理砂浆试件;硅酸根电迁移反应法对耐久性的提升作用缘于它能致密化砂浆并生成表面涂层的双重效果;由于生成的表面涂层较薄,且含有众多微米级孔隙,使表面涂层对砂浆耐久性影响减弱,砂浆致密化在耐久性的提升中起主要作用。