混凝土重力坝坝踵区的断裂分析

采用重力坝坝型试件作断裂实验，试验结果证明：重力坝坝踵的断裂分析不能只由应力强度因子来确定，应考虑非奇异项应力对断裂的影响，考虑应力表达式取多项的最大拉应变准则同试验结果较吻合。针对空间断裂问题主要推导了应变能密度准则的简化形式。     

二维诱生引力的量子宇宙学波函数

本文用超空间方法对其有宇宙学常数的二维诱生引力进行量子化。我们用等效约束方法精确求解了宇宙波函数Ｗｈｅｅｌｅｒ－Ｄｅｗｉｔｔ方程，并且讨论了波函数的行为。     

圆柱形容器内触角90微重液体的晃动研究

本文研究触角90°微重液体在圆柱形刚性容器内的晃动问题,给出了振型函数和固有频率以及晃动响应的解析解,并与重力场的结果进行了比较.     

整体式碾压混凝土重力坝温度应力规律研究

通过三四空间在限元电算分析，研究整体式碾压混凝土坝温度应力的分布规律，并着重讨 论河谷形状对温度应力的影响。     

混凝土非溢流实体重力坝优化设计

本文阐述了采用非线性规划的坐标轮换法,作为求解混凝土非溢流实体重力坝最优剖面的方法;编制了BASIC语言通用程序,巳在PC-1500,苹果Ⅱ等微型计算机调试通过,并附有计算例题.     

规范反常及其上同调分析

本文利用推广的Chern-Simons型示性类,从导出的descent方程出发,对规范反常进行上同调分析,讨论了Wess-Zumino反常有效作用量作为一上闭链即作为上时群H_△~-的群元与反常相消条件、有限规范反常和Gross-Jakiw反常的关系.     

Rapid monotecticsolidincation during free fall in a drop tube

Droplets of Ni-31.4%Pb monotectic alloy with different sizes are rapidly solidified during free fall in a drop tube. The theoretical calculations indicate that the undercooling was achieved before solidification exponentially depends on droplet diameter. The maximum undercooling of 241 K (0.15Tm) is obtained in the experiments. With the increase of undercooling, the volume fraction of monotectic cells increases, and the L2(Pb) grains are refined. Calculations of the nucleation rates of L2(Pb) and a-Ni phases indicate that L2(Pb) phase acts as the leading nucleation phase during the monotectic transformation.     

渤海中部磁性层析成像的初步研究

渤海中部是中国东部岩石圈最薄的地区之一，走滑作用和伸展作用十分强烈，同时伴随强烈的岩浆活动，发育火山岩和侵入岩，在本区表现为一些明显的磁异常高。通过对渤海中部的磁化强度数据进行层析成像分析，结合渤海湾盆地的区域地质和地震剖面的分析，反演引起渤海中部磁异常高的地质体的空间分布形态和性质。     

重力式挡土墙结构优化设计的复合形法

将单位长度墙体造价最低作为最优目标函数,采用复合形法作为优化算法的数学手段对重力式挡土墙结构进行优化设计.重力式挡土墙优化设计与工程实例进行对比,讨论了基底摩擦系数对重力式挡土墙的系列优化设计影响.结果表明,进行优化设计的重力式挡土墙使工程造价更为经济合理;当地基承载力较小时,仅在挡土墙基础下进行地基处理以增加摩擦系数是不够的;而当地基承载力较大时,进行以增加摩擦系数为目的的地基处理还是比较有效的.     

Influence of gravity on narrow input forced drainage in 2D liquid foams

Liquid foam is a dense packing of gas bubbles in a small amount of liquid containing surfactants or other surface-active macromolecules, which is one of the highly organized materials and possesses hallmark rheological behaviour of soft matters. Forced foam drainage is the flow of constantly inputted liquid through the network of interstitial channels between bubbles under actions of gravity and capil-larity. This process involves two mechanisms: minimal viscous flow dissipation of liquid and minimal surface energy of bubbles. For constant surfactant solution, viscous dissipation usually varies with gravity. This work reports simulations of 2D forced foam drainage with narrow input in a Hele-Shaw cell under 8 different gravities, g, ranging from 9.8 to 0 ms?2. The spread of liquid both vertical due to gravity action, and horizontal due to capillary suction, is recorded over time. Positions of drainage wave fronts in both directions with time are found to be well described in the power law form, and the exponents are 0.536 5.29×10-3g and 0.479?7.27×10-3g, respectively, while the sum is close to a constant of 1.015 which is independent of gravity. For g=9.8 ms-2, the calculated exponents are in good agreement with experimental results by Hutzler et al. and Wang.