Equivalent Model Of Expansion Of Cement Mortar Under Sulphate Erosion

The expansion property of cement mortar under the attack of sulfate ions is studied by experimental and theoretical methods. First, cement mortars are fabricated with the ratio of water to cement of 0.4, 0.6, and 0.8. Secondly, the expansion of specimen immerged in sulphate solution is measured at different times. Thirdly, a theoretical model of expansion of cement mortar under sulphate erosion is suggested by virtue of represent volume element method. In this model, the damage evolution due to the interaction between delayed ettringite and cement mortar is taken into account. Finally, the numerical calculation is performed. The numerical and experimental results indicate that the model perfectly describes the expansion of the cement mortar.

第17届国际气体放电会议(ICPIG-17)

<正> Ⅰ.概况 国际气体放电会议(ICPIG)每两年举行一次,主要交流在气体放电领域中有关的研究和发展情况。ICPIG-17由匈牙利Roland Etvs物理学会和物理中心研究所组织,匈牙利科学院赞助,在布达佩斯技术大学举行。会期1985年7月8—12日。到会代表360人,其中我国1人。邀请报告共31篇,其中11篇在大会上宣读。张贴论文共394篇。

论长期稳定性和动力稳定性

<正> 根据Lejeune-Dirichlet定理,力学系统处于静平衡情形的稳定的充要条件是系统的势能在平衡位置具有极小值。对于旋转的力学系统(机械系统或液体系统)就不象这样简单了。早在100年前Thomson和Tait就指出了旋转力学系统具有长期稳定性(secular stability)和动力稳定性(dynamiC stability)的重要差别。对于旋转液体星准稳演化过程到底按哪一种稳定性判断,是一个争论近百年的问题。在本世纪50年代以前,Thomson,Tait,Poincare,Liapounoff,Darwin,Teans和Lamb等,主张“长期稳定是真实的稳定”,“是天体演化学唯一感兴趣的稳定”。基于这种观点建立的Jeans-Darwin双星分裂理论曾

绕圆柱体跨声速流场

本文将保角曲线坐标方法应用于绕物体外部的跨声速流动.文中讨论了圆柱体跨声速绕流,计算了来流马赫数M_∞。为亚临界,超临界和M_∞为l的流场.给出了不同来流马赫数下柱面马赫数和压力分布,柱面前端中心流线上马赫数分布.给出了超临界绕流时不同来流马赫数下的声速线和来流马赫数M_∞从0.2,0.3到1的等马赫数线分布.本文部分结果与已有的理论结果进行了比较.本方法计算简单,精度好,是计算厚体跨声速绕流的有效方法,适用于不同形状的柱体和机翼的跨声速绕流.

Equilibrium of isolated magnetostatic flux structure

Two-dimensional magnetostatic models of flux structure confined in stratified atmosphere are discussed in the present paper. The magnetic field in the flux structure is assumed to be force-free at the first step. Numerical solutions for this nonlinear free boundary problem are obtained by finite element method. Results show clearly the relation between the inside fields and outside pressure, especially the influence of atmospheric pressure distribution on the flux structure.

Crack extension and kinking in laminates and bicrystals

Singular fields at the tip of an interface crack in anisotropic solids are reviewed with emphasis on establishing a framework to quantify fracture resistance under mixed mode conditions. The concepts of mode mixity and surface toughness are unified by using generalized interface traction components. The similarity between the anisotropic theory and existing isotropic theory is shown. Explicit formulae are given for misoriented orthotropic bimaterials with potential applications envisioned including composite laminates and semiconductor crystals. Competition between crack extension along the interface and kinking into the substrate is investigated using a boundary layer formulation. Several case studies reveal the role of anisotropy. An explicit complex variable representation for orthotropic materials and a solution to a dislocation interacting with a crack are presented in two self-contained Appendices.

The dynamic evolution of the kepler supernova remnant

been analyzed in detail. The effects ofm icroscopic energy transfer from

Richtmyer-Meshkov不稳定性流体混合区发展的实验研究

使用矩形激波管,在马赫数分别为M=1.5和1.7的条件下实验研究了气/液界面上(即Atwood数A接近1时)由Richtmyer-Meshkov不稳定性引起的流体混合现象.得到了气/液界面上Richtmyer-Meshkov不稳定性后期流体混合区域宽度随时间的发展呈现出线性关系的结果,即h∝t.比较了不同马赫数和初始扰动下的发展情况,发现当马赫数增加时,同一时间混合区域宽度随之增加,混合区域宽度增长变快;而相比于波长差别不大的弱多模态初始扰动(无人为干扰界面),当界面初始扰动获得随机外界干扰时,界面混合区域具有较大的宽度以及增长速度.并且增加激波马赫数和初始扰动多模态性,流体混合程度更为剧烈

海底混输管道瞬态过程中稳定平衡时间和总持液量变化规律研究

利用相似准则和灰色关联分析相结合的方法对油气混输环道模拟试验数据进行了分析 ,建立起稳定平衡时间、总持液量与相似准则数之间的函数关系 :在液体流量不变、气体流量增加或减小的过程中 ,稳定平衡时间主要与Ngw、Re、ΔNgw和N1w有关 ;在气体流量不变、液体流量增加或减少的过程中 ,稳定平衡时间主要与Ngw、ΔN1w和N1w有关 ;影响总持液量的主要因素是Ngw、N1w、Re和Eu。以锦州 2 0 2凝析气田为例 ,利用OLGA2 0 0 0软件研究了相同条件下稳定平衡时间和总持液量的变化规律 :瞬态过程中 ,管道沿线各点压力趋于稳定的时间小于整条管道总持液量趋于稳定的时间 ,没有发现各点压力出现过增或过减的现象 ,相反出现了总持液量过增或过减的现象。验证分析结果表明 ,用本文建立的函数关系式进行预测 :稳定平衡时间与OLGA2 0 0 0软件模拟结果吻合较好 ;总持液量比现场清出的液体量大 ,比OLGA2 0 0 0软件模拟结果要小。简要分析了 3种情况下总持液量不同的原因。

EQUIVALENT MODEL OF EXPANSION OF CEMENT MORTAR UNDER SULPHATE EROSION

The expansion property of cement mortar under the attack of sulfate ions is studied by experimental and theoretical methods. First, cement mortars are fabricated with the ratio of water to cement of 0.4, 0.6, and 0.8. Secondly, the expansion of specimen immerged in sulphate solution is measured at different times. Thirdly, a theoretical model of expansion of cement mortar under sulphate erosion is suggested by virtue of represent volume element method. In this model, the damage evolution due to the interaction between delayed ettringite and cement mortar is taken into account. Finally, the numerical calculation is performed. The numerical and experimental results indicate that the model perfectly describes the expansion of the cement mortar.

中等Reynolds数平板绕流的动理论分析

郭永怀先生1953年给出的中等Reynolds数下、不可压缩流体有限长平板绕流的解析解是边界层理论中的经典工作.许多研究者对平板绕流阻力系数的郭水怀公式以及后续工作进行了评估,评估的依据是Janour与Schaaf和Sherman的实验数据.本文的动理论分析和计算表明:Schaaf和Sherman在低亚声速条件下(0.16