Fission of Pb nuclei induced by 0.5, 1.0, 1.5, 3.7 and 7.4 GeV protons in the volume of massive U/Pb and Pb targets

Experiments with relativistic protons accelerated at the Synchrophasotron LHE, Dubna, with energies of 0.5, 1.0, 1.5, 3.7 and 7.5 GeV hitting massive targets of (nat. U)/Pb and Pb were carried out using SSNTD during the years 1996–1999. The beam profiles and intensities of both primary particles and fast secondary neutrons were measured inside the massive cylinder blocks of Pb and U by counting fission fragment tracks due to the induced fission of Pb nuclei. The beam diameter typically increases by 20–30% at the depth 10 and 20 cm. With increasing the energy of protons the number of secondary neutrons increases with the depth of the target.

Further studies on beam profile measurements inside the massive heavy metal targets are discussed.     

The axisymmetric mixed boundary-value problem of the vertical vibration of a rigid foundation on saturated layered soil subgrade

Based on the theory of elastic wave propagation in saturated soil subgrade established by the author of this paper, the axisymmetric vertical vibration of a rigid circular foundation resting on partially saturated soil subgrade which is composed of a dry elastic layer and a saturated substratum is studied. The analysis relied on the use of integral transform techniques and a pair of dual integral equations governing the vertical vibration of the rigid foundation is listed under the consideration of mixed boundary-value condition. The results are reduced to the case for saturated half-space. The set of dual integral equations are reduced to a Fredholm integral equation of the second kind and solved by numerical procedures. Numerical examples are given at the end of the paper and plots of the dynamic compliance coefficient C_v versus the dimensionless frequency a₀ are presented. Foundation item: the National Natural Science Foundation of China (59579018) Biography: CHEN Sheng-li (1974-)     

Analysis of a Partially Debonded Conducting Rigid Elliptical Inclusion in a Piezoelectric Matrix

ＩｎｔｒｏｄｕｃｔｉｏｎＤｕｅｔｏｔｈｅｉｒｉｎｔｒｉｎｓｉｃｅｌｅｃｔｒｏｍｅｃｈａｎｉｃａｌｃｏｕｐｌｉｎｇｐｒｏｐｅｒｔｉｅｓ,ｐｉｅｚｏｅｌｅｃｔｒｉｃｃｅｒａｍｉｃｓｈａｖｅｂｅｅｎｅｘｔｅｎｓｉｖｅｌｙｕｓｅｄｉｎｄｅｓｉｇｎｏｆｖａｒｉｏｕｓｅｌｅｃｔｒｏｎｉｃａｎｄｅｌｅｃｔｒｏｍｅｃｈａｎｉｃａｌｄｅｖｉｃｅｓｓｕｃｈａｓｓｅｎｓｏｒｓａｎｄａｃｔｕａｔｏｒｓ.Ｉｎｒｅｃｅｎｔｙｅａｒｓ,ｍｅｃｈａｎｉｃａｌａｎａｌｙｓｉｓｏｆｄｉｓｌｏｃａｔｉｏｎｓ ,ｃｒａｃｋｓ,ｃａｖｉｔｉｅ…     

时变边界的变质量刚体的动力学方程

讨论一类变质量刚体（即在其边界与外部进行质量交换,从而具有时变边界）的动力学问题,并建立了时变边界的刚体动力学普遍方程。     

微机在用刚体转动仪测刚体转动惯量实验中的应用

用刚体转动仪测量刚体转动惯量实验所要测量的主要物理量是时间,所测量的实验数据繁多,且要求准确,而后续的实验数据处理计算复杂。本介绍了一种测量时间、计算转动惯量数值两项工作全部由PC机来完成的新方法。     

含椭圆刚性核有限大复合材料层板弯曲应力分析Bending problem of a finite composite laminated plate with elliptical rigid inclusions

基于经典的复合材料层板理论,将有限大复合材料层板等效成各向异性弹性平板。采用复变函数理论中的Faber级数分析方法,使用最小二乘边界配点法,对含多椭圆刚性核有限大各向异性板弯曲问题进行应力分析,得到了该问题的级数解形式,分析了含椭圆刚性核层板在弯曲载荷下的应力分布,并讨论了形状和结构参数对应力分布的影响。结果表明,本文方法对于分析含多个椭圆形刚性核有限大薄板弯曲应力问题非常有效,该方法具有精度高及计算方便等优点。     

无限大基体中双圆形夹杂的应力干涉问题研究

建立了一种新型圆形夹杂单元,用于考察y向拉伸情况下无限大板中双圆形夹杂互相干涉问题,分析材质、位置关系与间距等对夹杂应力场的影响.算例考虑了两夹杂连线与Z轴的夹角φ2分别为0°,45°和90°三种情况,计算结果表明:(1)该模型能够用较少的单元数获得令人满意的计算结果,尤其适用于多夹杂的应力分析;(2)夹杂/基体刚度比k不同时,夹杂/基体界面上的周向应力的最大值与最小值的出现位置差异可能很大;(3)两夹杂的距离越近,夹杂之间基体的正应力σ_y会急剧上升或下降,具体变化趋势取决于k和φ_(21);(4)特定φ_(21)的情况下,夹杂/基体刚度比k使夹杂之间基体的正应力σ_y单调变化.     

重建极性连续统理论的基本定律和原理(Ⅺ)——兼容性问题

对现有连续统场论中存在若干有关兼容性问题进行了简略的评论．根据重建的极性的连续统基本定律阐述三类兼容性问题．第一类是讨论各基本定律间的兼容性问题．第二类是讨论微极连续统基本定律兼容一般连续统基本定律的问题．第三类是讨论微极连续统基本定律兼容刚体动力学基本方程的问题．推导出的结果有助于深刻理解各种连续统理论的基本定律体系的结构和它们之间的联系．明确地指出,在传统的连续统场论的基本均衡定律的框架下,相容性问题是不可能自然地得到解决．     

Periodic motions of spinning rigid spacecraft under influence of gravitational and magnetic fields

The motion of a magnetized axisymmetric spacecraft about its center of mass in a circular orbit is considered, taking the gravitational and magnetic effects of the central body into account. Equations of motion of the reduced system are transformed to equations of plane motion of a charged particle under the action of electric and magnetic fields. Stationary motions of the system are determined and periodic motions near to them are constructed using the Lyapounoff theorem of the holomorphic integral.