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1.
In the present paper a finite layer method is studied for the elastodynamics of transverse isotropic bodies. With this method,
semi-infinite soils can be considered as an transverse isotropic half-space, its material functions varying with depth. Dividing
the half-space into a series of layers in the direction of depth, the material functions in each layer are simulated by exponential
functions. Consequently, the fundamental equations to be solved can be simplified if the Fourier transform with repsect to
coordinates is used. We have obtained the relationship between the “layer forces” and “layer displacements”. This finite layer
method, in fact, can also be called a semi-analytical method. It possesses those advantages as the usual semi-analytical methods
do, and can be used to analyse the problem of the interaction between soils and structures.
This paper is based on a portion of the author's dissertation submitted in partial fulfillment of the requirements of degree
of Ph. D. at the Shanghai Institute of Appl. Math. & Mech., Shanghai. 相似文献
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本文就薄板后屈曲问题建立一组新型的边界元计算公式,用这组公式求解能方便处理各种边界问题,另外文中将面内应力分解成基本部份和附加部份,并利用微分算子分解理论导得了挠度的一个不同形式的基本解,由于计算公式中,实现了面内位移和挠度的解耦,从而使迭代过程得到简化,文末还对圆板后屈曲路径进行了计算,得到了满意的结果。 相似文献
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本文提出了二类新的摄动可行方向法,发展和完善了这类方法.新方法形式简单而且不必用Polak程序.适当选择算法中有关参数可减少计算量,还可加快算法的收敛速度. 相似文献
4.
Kefu Liu Jin Li Yuan Pan 《IEEE transactions on plasma science. IEEE Nuclear and Plasma Sciences Society》2003,31(2):216-220
According to the requirements of driving flashlamps, the design of a pulsed-power supply (PPS), based on capacitors as energy storage elements, is presented. Special consideration is given to some possible faults such as capacitor internal short-circuit, bus bar breakdown to ground, flashlamp sudden short or break (open circuit), and closing switch restrike in the preionization branch. These faults were analyzed in detail, and both fault current and voltage waveforms are shown through circuit simulation. Based on the analysis and computation undertaken, the pulsed-power system design and protection requirements are proposed. The preliminary experiments undertaken after circuit simulation demonstrated that the design of the PPS met the project requirements. 相似文献
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The elasto-plastic dynamic buckling and postbuckling phenomena ofsquare plates subjected to in-plane solid-fluid slamming are investigated.According tothe plate's response,the critical criteria for dynamic buckling,dynamic plasticity andplasti(?)collapse are defined,and the corresponding critical impulses are presented.Meanwhile,dynamic buckling modes and collapse models are observed.The effects ofdifferent boundary conditions and loading histories on the properties of buckling andpostbuckling are discussed. 相似文献
6.
Yi Wu Hangfeng Wang Zhaohui Liu Jing Li Liqi Zhang Chuguang Zheng 《Acta Mechanica Sinica》2006,22(2):99-108
Particle-laden flows in a horizontal channel were investigated by means of a two-phase particle image velocimetry (PIV) technique.
Experiments were performed at a Reynolds number of 6 826 and the flow is seeded with polythene beads of two sizes, 60 μm and 110 μm. One was slightly smaller than and the other was larger than the Kolmogorov length scale. The particle loadings were relatively
low, with mass loading ratio ranging from 5×10−4 to 4×10−2 and volume fractions from 6×10−7 to 4.8×10−5, respectively. The results show that the presence of particles can dramatically modify the turbulence even under the lowest
mass loading ratio of 5×10−4. The mean flow is attenuated and decreased with increasing particle size and mass loading. The turbulence intensities are
enhanced in all the cases concerned. With the increase of the mass loading, the intensities vary in a complicated manner in
the case of small particles, indicating complicated particle-turbulence interactions; whereas they increase monotonously in
the case of large particles. The particle velocities and concentrations are also given. The particles lag behind the fluid
in the center region but lead in the wall region, and this trend is more prominent for the large particles. The streamwise
particle fluctuations are larger than the gas fluctuations for both sizes of particles, however their varying trend with the
mass loadings is not so clear. The wall-normal fluctuations increase with increasing mass loadings. They are smaller in the
60 μm particle case but larger in the 110 μm particle case than those of the gas phase. It seems that the small particles follow the fluid motion to certain extent while
the larger particles are more likely dominated by their own inertia. Finally, remarkable non-uniform distributions of particle
concentration are observed, especially for the large particles. The inertia of particles is proved to be very important for
the turbulence modification and particles behaviors and thus should be considered in horizontal channels.
The project supported by the National Natural Science Foundation of China (50276021), and Program for New Century Excellent
Talents in University, Ministry of Education (NCET-04-0708) The English text was polished by Yunming Chen. 相似文献
7.
Green函数法解非均匀弹性地基板的自由振动 总被引:4,自引:0,他引:4
把板在特定域中的Green函数当作影响函数,根据实际板的边界条件首先求出虚拟域中的Green函数“源”,继而确定板内任意点的挠度及内力。在板的振动问题中及板的分布惯性力的影响后就可得到其自振频率的本征方程,从而计算出其各阶自振频率的值。文中附有算例,并把其计算结果与已有解析解作了比较,表明它们之间具有良好的吻合。 相似文献
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关于平面曲线的分形维数 总被引:1,自引:0,他引:1
关于平面曲线的分形维数邓冠铁(武汉华中理工大学教学系,武汉430074)关键词分形维数,平面曲线,周期函数.分类号AMS(1991)28A80/CCLO174.12为方便起见,采用如下定义和符号:设为平面上有界非空集,对ε>0,用G(ε)={(x,y... 相似文献