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991.
研究方程au/at=△A(u)+ΣNi=1 abi(u) / ax#em/em#+c(u)Cauchy问题解的唯一性。证明了如果u∈BVx且A(u)严格递增,则解是唯一的。  相似文献   
992.
爆炸冲击载荷作用下车辆和人员的损伤与防护   总被引:1,自引:0,他引:1  
在当前反恐战争和地区武装冲突迫切形势下,如何提高车辆及人员的防护能力是诸多学科工作者面临的共同挑战.综述了威胁车辆安全的常见爆炸物、其作用原理和影响爆炸物作用载荷的因素,阐述了爆炸物爆炸冲击对车辆的破坏和人员损伤的各类不同形式.在此基础上分析了相关的实验、表征和模拟技术的研究进展,总结了国内外车辆爆炸防护结构的研究现状,包括轻质防护材料和结构的研发趋势,展望了车辆爆炸防护结构设计的研究趋势.  相似文献   
993.
为了考虑实际运营车辆对桥梁气动导数的影响,根据车辆密度模拟了三种交通流状态,基于强迫振动装置,分别对每个交通流和无车状态下的桥梁气动导数进行风洞试验研究,讨论了不同攻角下不同车流的车辆对桥梁气动导数的影响,探究了车辆对气动导数影响的百分比以及气动导数变化量的变化规律。研究结果表明:不同攻角下不同车流的车辆均对直接导数A*2、H*4和交叉导数A*4、H*2影响显著,A*2、A*3变化量随着折减风速有一定的变化规律。虽然不同攻角下不同车流的车辆对气动导数的影响程度及影响规律不同,并且车流的繁忙程度对大多数气动导数的影响规律不明显,但是车辆对桥梁气动导数的影响不容忽略。  相似文献   
994.
利用改装的霍普金森压杆装置对周边固支伪弹性TiNi合金圆薄板进行了冲击实验,初步得到了该结构在时空2个尺度上的动态力学响应的演变发展现象和规律,包括板中弯曲波的传播、相变区的演化和全场的离面位移等,并和A3钢做了对比。结果表明,由于圆板的二维扩散效应,冲击过程中仅在TiNi板中心很小区域(约5 mm)内形成相变区和相变铰,卸载后相变铰消失,钢试件则留下明显的残余变形。TiNi合金圆板的冲击特性受热弹性马氏体相变和逆相变的支配,不同于传统的弹塑性机制。  相似文献   
995.
Using a stiffness matrix method, we in- vestigate the propagation behaviors of elastic waves in one-dimensional (1D) piezoelectric/piezomagnetic (PE/PM) phononic crystals (PCs) with line defects by calculating energy reflection/transmittion coefficients of quasi-pressure and quasi-shear waves. Line defects are created by the re- placement of PE or PM constituent layer. The defect modes existing in the first gap are considered and the influences on defect modes of the material properties and volume fraction of the defect layers, the type of incident waves, the location of defect layer and the number of structural layers are discussed in detail. Numerical results indicate that defect modes are the most obvious when the defect layers are inserted in the middle of the perfect PCs; the types of incidence wave and material properties of the defect layers have important effects on the numbers, the location of frequencies and the peaks of defect modes, and the defect modes are strongly de- pendent on volume fraction of the defect layers. We hope this paper will be found useful for the design of PE/PM acoustic filters or acoustic transducer with PCs structures.  相似文献   
996.
Based on the finite deformation theory of the continuum and poroelastic theory, the aeoustoelastic theory for fluid-saturated porous media (FSPM) in natural and initial coordi- nates is developed to investigate the influence of effective stresses and fluid pore pressure on wave velocities. Firstly, the assumption of a small dynamic motion superimposed on a largely static pre- deformation of the FSPM yields natural, initial, and final configurations, whose displacements, strains, and stresses of the solid-skeleton and the fluid in an FSPM particle could be described in natural and initial coordinates, respectively. Secondly, the subtraction of initial-state equations of equilibrium from the final-state equations of motion and the introduction of non-linear constitu- rive relations of the FSPM lead to equations of motion for the small dynamic motion. Thirdly, the consideration of homogeneous pre-deformation and the plane harmonic form of the small dynamic motion gives an acoustoelastic equation, which provides analytical formulations for the relation of the fast longitudinal wave, the fast shear wave, the slow shear wave, and the slow longitudinal wave with solid-skeleton stresses and fluid pore-pressure. Lastly, an isotropic FSPM under the close-pore jacketed condition, open-pore jacketed condition, traditional unjacketed condition, and triaxial condition is taken as an example to discuss the velocities of the fast and slow shear waves propagating along the direction of one of the initial principal solid-skeleton strains. The detailed discussion shows that the wave velocities of the FSPM are usually influenced by the effective stresses and the fluid pore pressure. The fluid pore-pressure has little effect on the wave velocities of the FSPM only when the components of the applied initial principal solid-skeleton stresses or strains are equal, which is consistent with the previous experimental results.  相似文献   
997.
The split Hopkinson pressure bar(SHPB) technique and the wave propagation inverse analysis(WPIA) technique are both extensively used to experimentally investigate the impact behavior of materials, although neither of them alone provides a fully satisfactory analysis. In the present paper, attention is given to new experimental techniques by incorporating a damagemodified constitutive model into the SHPB technique and combining the Hopkinson pressure bar(HPB) technique with WPIA. First, to distinguish the response due to dynamic constitutive behavior and the response due to dynamic damage evolution, the SHPB method incorporating a damage-modified constitutive model is developed, including an explicit damage-modified Zhu–Wang–Tang model and an implicit damage-modified constitutive model. Second, when the SHPB results become invalid, a method of combining new Lagrange inverse analyses with the HPB technique is developed, including cases of the HPB arranged in front of a long specimen and behind the specimen. As examples of these new methods, typical results are given for nonlinear viscoelastic polymers and concretes considering damage evolution, a super-elastic Ti–Ni alloy with phase transformation and an aluminum foam with shock waves propagating within it.  相似文献   
998.
In this paper, we consider the existence of positive solutions to a three-point boundary value problem for second order dynamic equations with derivative on time scales.Applying Leggett-Williams fixed point theorem, we obtain at least three positive solutions to the problem. An example is also presented to illustrate the applications of the results obtained.  相似文献   
999.
关于矩阵的特征值与特征向量同步求解问题   总被引:2,自引:2,他引:0  
李延敏 《大学数学》2004,20(4):92-95
通过对矩阵进行行列互逆变换,同步求出矩阵特征值及特征向量,解决了不带参数求特征值问题,并给出一些新定理.  相似文献   
1000.
赵奎奇 《大学数学》2004,20(6):102-104
对线性微分方程中的刘维尔公式做了适当的补充和讨论.  相似文献   
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