弹体垂直侵彻深度工程计算模型

利用空腔膨胀理论计算各种形状弹头的法向侵彻阻力，并考虑作用在弹体头部的库仑摩擦阻力和作用在弹体侧壁粘滞摩擦阻力的影响，根据牛顿定律确定弹体在靶体介质中的运动微分方程，由运动边界条件确定弹体的侵入深度，最后与试验结果进行了比较，表明结果是可靠的。     

立方晶体单晶材料屈服面的研究

将Hill屈服准则用于DD3镍基单晶合金屈服应力的预测，通过与试验结果比较发现，在760℃时的误差较大，根据立方单晶材料的屈服特点，用正应力偏张量平方与剪应力偏张量平方乘积项构成的应力不变量考虑单晶合金偏轴受载时存在的拉、剪应力耦合效应，提出了一个在工程上实用的新屈服准则．在新屈服准则中出现的参数可以通过单向拉伸试验确定，给出了确定这些参数的方法，并重新定义了适合新屈服准则的等效应力和等效应变，对各向同性材料，新屈服准则退化为Von Mises屈服准则，新定义的等效应力和等效应变退化为Von，Mises等效应力和等效应变，用新屈服准则对国产DD3单晶合金的屈服应力进行预测，能很好地符合试验结果；与Hill屈服准则比较，在760℃时的预测精度显提高。     

配筋钢纤维混凝土纯扭构件荷载—变形全过程“两阶段”分析法

本文将配筋钢纤维混凝土纯扭构件的荷载－变形全过程分成形裂前和开裂后两阶段，开裂前按弹性工作状态计算；开裂后采用空间软化桁架模型分析，比较表明，理论计算与试验结果符合较好。     

混凝土SHPB试验数值模拟研究

基于混凝土HJC动态本构模型,分析了该模型方程及参数获得方法,以混凝土材料的基本力学参数确定了HJC模型中各参数值,并运用LS-DYNA软件完成混凝土SHPB试验的三维数值模拟.对比分析数值模拟结果重构所得试样的应力应变曲线与实际试验结果的相似性,研究表明,数值模拟结果可再现试验中混凝土的动态力学行为与破坏特征,而且,数值模拟可很好的反映应力波在波导杆与试件中传播过程,符合一维弹性波理论规律.     

砼受压全过程声发射特性及其损伤本构模型

本文根据在ＭＴｓ８１５．０２型电液伺服岩石与砼力学试验系统上完成的砼受压应力。应变全过程试验及相应声发射检测结果，分析了砼全过程的声发射特性，利用内变量理论建立了砼受压损伤本构模型。模型中的损伤因子可由相应声发射特性的损伤能相对比确定。经比较，所建模型与实验结果吻合较好。     

波纹钢屋盖结构板件相关屈曲的试验研究与分析

拱型波纹钢屋盖结构的受力机理异常复杂，波纹、加工制作过程中产生的变形和残余应力等初始缺陷在理论分析中很难精确定量描述。论文对波纹钢屋盖结构梯形截面板组进行了轴心和偏心压力作用下稳定承载能力的试验研究，并与理论结果进行了比较分析，试验与理论结果吻合较好。试验结果表明波纹板组具有较高的局部屈曲承载能力，但几乎无屈曲后承栽能力，与平板板组屈曲特性相比有显著差异。     

基于断裂力学理论的表面淬火齿轮疲劳寿命的数值计算

基于二维线性断裂力学理论，提出了一种表面淬火齿轮的弯曲疲劳寿命预测方法，并开发了相应的计算程序。在程序中，用权函数法估计应力强度因子，运算速度快，节省了计算时间。在估计应力强度因子时，考虑了热处理后产生的残余应力的影响。用开发的软件对表面淬火齿轮的弯曲疲劳寿命作了预测，并与试验数据进行了比较。预测值与试验结果基本相符，特别是高应力时，二者符合的更好。     

偏心周期荷载作用下闭口薄壁构件的动力稳定性

本文讨论闭口薄壁构件在偏心周期荷载作用下弯矩作用平面外的动力屈曲问题,应用差分法及自振振型变换方法将运动的偏微分方程转化为耦合的带有周期性系数的线性常微分方程组(即MatMeu方程),根据Bolotin方法确定了构件的动力不稳定区域,其理论计算结果与试验结果符合较好。     

基于内时理论的冻土试验研究与数值分析

从内时理论出发,基于考虑了温度和应变率影响的冻土内时流变本构方程,采用Matlab拟合法确定内时材料参数,对冻土在单轴和3轴应力条件下的应变进行了求解、分析与试验验证,并将理论结果与试验所得的应力-应变曲线进行了比较,理论曲线与试验曲线基本吻合. 与传统塑性理论的研究方法相比,内时理论的研究方法可以免去确定屈服面的困难. 基于所使用的内时本构模型,对冻土路基的冻结进行了数值分析,结果表明该理论具有很好的适用性.      

化爆作用下钢筋混凝土板柱节点冲切破坏的试验研究及分析

在TNT集团装药爆炸作用下 ,进行了四边简支钢筋混凝土板柱节点冲切破坏的试验研究 ,在土中自由场波传播理论的基础上 ,用介质结构相互作用理论和双剪强度理论对板柱节点冲切破坏机构进行了分析 ,分析结果与试验数据符合较好。     

New Conservation Laws of Energy and C-D Inequalities in Continua Without Microstructure

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双频激励下Filippov系统的非光滑簇发振荡机理

旨在揭示含双频周期激励的不同尺度Filippov系统的非光滑簇发振荡模式及分岔机制. 以Duffing和Van der Pol耦合振子作为动力系统模型,引入周期变化的双频激励项,当两激励频率与固有频率存在量级差时,将两周期激励项表示为可以作为一慢变参数的单一周期激励项的代数表达式,给出了当保持外部激励频率不变,改变参数激励频率的情况下,快子系统随慢变参数变化的平衡曲线及因系统出现的fold分岔或Hopf分岔导致的系统分岔行为的演化机制.结合转换相图和由Hopf分岔产生稳定极限环的演化过程,得到了由慢变参数确定的同宿分岔、多滑分岔的临界情形及因慢变参数改变而出现的混合振荡模式,并详细阐述了系统的簇发振荡机制和非光滑动力学行为特性.通过对比两种不同情形下的平衡曲线及分岔图,指出虽然系统有相似的平衡曲线结构, 却因参数激励频率取值的不同,致使平衡曲线发生了更多的曲折,对应的极值点的个数也有所改变,并通过数值模拟, 对结果进行了验证.      

Extreme wave solutions: Parametric studies and wavelet analysis

Wave fields for near homoclinic, single mode rogue-wave solutions of the periodic nonlinear Schrödinger equation are presented. Parameters of candidate solutions are estimated and refined through an eigenvalue solution procedure. An overview of the estimation and refining procedure used by the authors is provided. Solutions are scaled to facilitate experimental implementation. The continuous wavelet transform is used to carry out time–frequency analyses and the results obtained are demonstrative of the dispersion relation as well as the time varying side band energy transfer associated with the Benjamin–Feir instability. The analysis framework and approach used are validated with the Peregrine solution. Other extreme wave solutions are analyzed as well. The framework presented here could serve as a basis for experimental investigations into single mode rogue waves as well as other localizations in wave fields.     

一个新的声应力系数及其确定

 为建立声焦散线与平面应力条件下裂尖应力强度因子的关系，定义了一个新的声应力系 数------声程差随应力线性变化的比例系数, 该系数的大小既取决于材料常数又取决于 耦合介质及声束的传播历程. 借助6061-T6铝、EPTI钢两种材料的实验结果，说明了确 定新的声应力系数的方法与步骤. 所得结论是：只要确定了平面应力条件下超声纵波 速度相对变化与主应力和之比，便可确定新的声应力系数.     

多工况下连续体结构的多刚度拓扑优化设计和二重敏度过滤技术

针对多工况载荷条件下连续体结构拓扑优化设计的研究现状,以各载荷下对应结构的最小柔度作为目标函数,基于带权重的折衷规划法和SIMP密度函数插值模型,提出并建立了多载荷条件下线弹性连续体结构拓扑优化设计的数学模型．对优化过程中出现的棋盘格式和网格依赖性等数值计算问题进行了研究,在此基础上提出一种二重敏度过滤技术,该方法能有效消除优化结构中的棋盘格式,并使优化结构体现出较好的网格无关性．通过几个典型的算例证明了该文方法的有效性．     

Lamb wave scattering by a symmetric pair of surface-breaking cracks in a plate

The scattering problem of a Lamb wave incident on a symmetric pair of surface-breaking transverse cracks in a plate is considered. The Lamb wave is assumed to be obliquely incident on the crack plane. Since the cracks are part-through, the scattered field will contain reflected as well as transmitted waves. The energy of the incoming wave is partitioned into reflected and transmitted wave modes. Energy coefficients of the reflected and transmitted waves are calculated as a function of incident frequency and crack depth. The incidence angle of the incoming wave is also treated as a parameter. Both the reflected and transmitted wave fields are considered as linear superpositions of all real and complex wave modes in the plate. Decomposition of modes is achieved with the help of an orthogonality condition based on the principle of reciprocal work. Continuity of displacement and stress fields is imposed at the crack plane. Energy coefficients for reflection and transmission are obtained from the mode amplitudes. Energy coefficients are shown to be a strong function of incident frequency and crack depth. Experiments are conducted with a PZT transducer network interacting with a symmetric pair of machined cracks in an aluminum plate. Trends predicted by the analysis are reflected in the experimental results.     

Nonlinear shallow-water solutions using the weak temperature gradient approximation

A form of the weak temperature gradient (WTG) approximation, in which the temperature tendency and advection terms are neglected in the temperature equation so that the equation reduces to a diagnostic balance between heating and vertical motion, is applied to a two-dimensional nonlinear shallow-water model with the heating (mass source) parameterized as a Newtonian relaxation on the temperature (layer thickness) towards a prescribed function of latitude and longitude, containing an isolated maximum or minimum, as in the classic linear Gill problem. In this model, temperature variations are retained in the Newtonian heating term, so that it is not a pure WTG system. It contains no free unbalanced modes, but reduces to the Gill model in the steady linear limit, so that steady solutions may be thought of as containing components corresponding to unbalanced modes in the same sense as the latter. The equations are solved numerically and are compared with full shallow-water solutions in which the WTG approximation is not made. Several external parameters are varied, including the strength, location, sign, and horizontal scale of the mass source, the Rayleigh friction coefficient, and the time scale for the relaxation on the mass field. Indices of the Walker and Hadley circulations are examined as functions of these external parameters. Differences between the WTG solutions and those from the full shallow-water system are small over most of the parameter regime studied, which includes time-dependent as well as steady solutions.     

Measurement of the Viscoelastic Properties of Bitumen Using Instrumented Spherical Indentation

Indentation testing as a tool for determination of the viscoelastic mechanical properties of bitumen is examined in some detail using theoretical, numerical as well as experimental methods. In particular Brinell indentation is analysed and simple but rigorous formulae for a complete characterization of linear viscoelastic materials are presented. Numerical methods (finite element methods) are used in order to verify and substantiate these relations for an experimental situation. Indentation experiments are then performed on bitumen and special efforts are made in order to avoid size effects, i. e. anomalous results due to the fact that the indented specimens are too small and as a result, far field boundary conditions will influence the interpretation of the experimental output. The mechanical properties determined experimentally by indentation are compared with corresponding results from standard mechanical tests, and the results are encouraging considering the fact that non-linear effects are also influencing the outcome of the experiments.     

关于经典非完整力学的一个争议

本文对文献[4]的论断提出不同意见。同时对传统的 Gauss-Appell- 非完整动力学理论和 Vacco 动力学理论的特征给出评价。     

BIFURCATIONS OF AIRFOIL IN INCOMPRESSIBLE FLOW

Bifurcations of an airfoil with nonlinear pitching stiffness in incompressible flow are investigated. The pitching spring is regarded as a spring with cubic stiffness. The motion equations of the airfoil are written as the four dimensional one order differential equations. Taking air speed and the linear part of pitching stiffness as the parameters, the analytic solutions of the critical boundaries of pitchfork bifurcations and Hopf bifurcations are obtained in 2 dimensional parameter plane. The stabilities of the equilibrium points and the limit cycles in different regions of 2 dimensional parameter plane are analyzed. By means of harmonic balance method, the approximate critical boundaries of 2-multiple semi-stable limit cycle bifurcations are obtained, and the bifurcation points of supercritical or subcritical Hopf bifurcation are found. Some numerical simulation results are given.