广义平均形状改变能密度断裂准则及应用

基于形状改变能为材料起裂扩展控制参量的物理事实及裂纹尖端断裂控制区能量平均概念,提出了计及裂纹尖端应力场特征级数展开奇异项和常数项的广义平均形状改变能密度(GADSED)准则,建立了Ⅰ-Ⅱ-Ⅲ混合型裂纹断裂判据计算式,为工程结构疲劳断裂评估提供了新选择.基于提出的GADSED准则,系统分析了T应力对裂纹断裂判据的影响,结果表明:当参数|Bα|数值相同时:负值T应力的Ⅰ-Ⅱ混合型裂纹更易起裂扩展,正值T应力的K_Ⅰf值高于负值T应力的K_Ⅰf值,正负T应力的K_Ⅱf值相同;T应力在区间0Ⅰf值(3%以内),T应力降低了K_Ⅱf值.根据GADSED准则完成了双轴疲劳载荷平板表面Ⅰ型裂纹扩展寿命预报,结果表明:基于GADSED准则的裂纹扩展寿命预报值约为传统方法预报值的40.7%,可为工程实际评估提供借鉴.     

Nonlinear Boundary Control of the Generalized Burgers Equation

In this paper, the adaptive and non-adaptive stabilization of the generalized Burgers equation by nonlinear boundary control are analyzed. For the non-adaptive case, we show that the controlled system is exponentially stable in L². As for the adaptive case, we present a novel and elegant approach to show the L² regulation of the solution of the generalized Burgers system. Numerical results supporting and reinforcing the analytical ones of both the controlled and uncontrolled system for the non-adaptive and adaptive cases are presented using the Chebychev collocation method with backward Euler method as a temporal scheme.     

Generalized Hybrid Modeling to Determine Chemical Shrinkage and Modulus Evolutions at Arbitrary Temperatures

We propose a generalized hybrid modeling to determine the chemical shrinkage and modulus evolution at arbitrary temperatures. Using the existing curing kinetics modeling, we have developed a theoretical formulation to provide a mathematical relationship between the evolution properties at arbitrary temperatures and those obtained at a reference temperature. The evolution properties at the reference temperature are obtained first by the fiber Bragg grating (FBG) sensor method. The activation energy of the evolution properties is determined from the supplementary curing extent data obtained at various temperatures using the differential scanning calorimeter (DSC). The shift factors are calculated from the activation energy, and the evolution properties at temperature range of interest are estimated from the reference properties using the shift factors.     

Method of Negative Saturations for Modeling Two-phase Compositional Flow with Oversaturated Zones

We examine the two-phase flow through porous media of multicomponent partially miscible fluids. The composition of both the phases is variable in space and time and is assumed to be in local thermodynamic equilibrium. One of the basic problems in modeling such systems is related to the appearance of single-phase zones occupied by the fluid which is over- (or under-) saturated, i.e., it is significantly remote from the equilibrium two-phase region. In an oversaturated zone, the two-phase flow equations degenerate and can no longer be used, which provokes serious numerical problems. We propose to describe the two-phase and oversaturated single-phase zone by a uniform system of classic two-phase equations while extending the concept of the phase saturation so that it may be negative and higher than one. Physically this means that we consider the oversaturated single-phase states as the pseudo two-phase states which are characterized by a negative saturation of the imaginary phase. Such an extension of the concept of the phase saturation requires the development of some consistence conditions that ensure the equivalence between the pseudo two-phase equations and the true single-phase flow model in the oversaturated zones. This method allows using the existing numerical simulators of two-phase flow for modeling single-phase zones by adding a simple plug-in with no modification of the structure of the simulators. The method is illustrated by several examples of hydrogene-water flow in a waste radioactive storage and of CO₂ injection in an oil reservoir.     

ANALYSIS OF NONLINEAR DYNAMIC RESPONSE FOR VISCOELASTIC COMPOSITE PLATE WITH TRANSVERSE MATRIX CRACKS

I. INTRODUCTION The composite material and the composite structure are liable to generate damage during manufactureand under load, which will lead to a decrease of the material and structure’s mechanical properties.It is accepted that there exist four…     

广义边界梁的动力学建模与动态特征

对于广义边界条件Euler-Bernoulli梁,采用相对描述方式建立了可描述梁整体运动和相对变形的几何非线性及其线性化动力学模型,应用线性变换得到了该类梁的线性经典动力学方程,得到了广义边界条件下梁的横向振动代数特征方程、特征函数及特征值的退化表达式.算例分析了边界小扰动对固支-固支梁横向振动特征的影响规律.     

Differentiation of Energy Functionals in Two-Dimensional Elasticity Theory for Solids with Curvilinear Cracks

This paper considers the equations of two-dimensional elasticity theory in nonsmooth domains. The domains contain curvilinear cracks of variable length. On the crack faces, conditions are specified in the form of inequalities describing mutual nonpenetration of the crack faces. It is proved that the solutions of equilibrium problems with a perturbed crack converge to the solution of the equilibrium problem with an unperturbed crack in the corresponding space. The derivative of the energy functional with respect to the length of a curvilinear crack is obtained.     

含非线性能量汇的简支输液管非线性振动控制研究

论文建立了一个含有非线性能量汇(NES)装置并输运脉动内流的简支输液管道理论模型,研究了NES装置对管道的非线性动力学特性与振动控制的影响.利用Galerkin和龙格库塔法,得到了在含NES和不含NES装置时管道动力学响应的数值结果.研究表明,NES装置能有效地抑制管道振动.通过对比可知,NES对管道系统的稳定性和非线性振动控制有着明显的影响.此外,论文还详细讨论了NES装置相关参数对系统的动力学影响.结果表明,增大NES的弹簧刚度k、阻尼σ和质量比e有利于管道减振,且最佳安装位置在管道中点.此外,增大阻尼σ能缩小失稳激励频率区域,而其他参数的变化对失稳激励频率区域影响较小.     

基于GMTS准则的岩石复合型断裂机理研究

使用国际岩石力学协会规定的半圆盘岩石试件,加工不同倾角的直裂纹试样,通过三点弯曲加载试验得到不同I-II复合比断裂的断裂韧性和初始断裂角．传统裂纹扩展准则忽视了常数项即T应力及更高阶项的影响,导致该扩展准则的理论预测结果存在较大缺陷,本文通过考虑常数项,建立广义最大周向应力准则(GMTS)．在此基础上,分别采用传统的裂纹扩展准则和考虑T应力的裂纹扩展准则预测不同复合比裂纹的断裂韧性和初始扩展角,然后对比理论预测结果和实验结果．分析可得：常数项即T应力对断裂的临界应力强度因子和初始断裂角的影响是不可忽略的,且II型断裂占比较大时影响更大,广义最大周向应力准则预测值与实验测试结果之间的误差最小．     

孔洞对平面裂纹应力强度因子影响分析的广义参数Williams单元

本文采用圆形奇异区广义参数Williams单元（W单元）建立了中心裂纹与圆孔共存的平面应力模型,奇异区外围利用ABAQUS有限元软件自动网格离散技术与FORTRAN95编程前处理相结合,克服了自主编程中网格离散的局限性．算例分析了圆孔位置和几何参数对I-II混合型裂纹尖端应力强度因子(SIFs)的影响,并与扩展有限元法(XFEM)计算结果进行比较．结果表明：靠近圆孔一侧的裂尖SIFs大于远离圆孔一侧的裂尖SIFs;控制圆孔左边缘到裂纹中心的距离,则两侧裂尖SIFs随圆孔半径的增大而增大;圆孔中心与裂纹中心水平距离越远,圆孔对裂纹扩展的影响越小．同时,基于圆形奇异区的W单元直接计算得到的裂尖SIFs与扩展有限元法得到的解吻合较好,证明了W单元对奇异区离散形状不敏感,且具有高效率和高精度．     

不同方位裂隙对爆炸裂纹扩展的影响

为研究裂隙岩体爆炸动载荷作用下裂纹扩展规律,实验采用有机玻璃模型,以炮孔和裂隙相对位置为变量,通过单发雷管加载模型进行相似物理实验。结果表明,当预制裂隙右端圆弧顶点到炮孔中心连线与模型中间穿过炮孔中心的横虚线的夹角θ为0°和90°时,爆生裂纹数量相对较多,45°时爆生裂纹数量最少,但平均长度最长;每组模型总裂纹平均长度在裂隙右端半圆弧顶点到炮孔中心距离L为40mm时达到最大值;0°组各模型最长裂纹均分布在炮孔右侧,而45°和90°组则多分布于炮孔下侧;固定区域内爆生裂纹密度大多小于不定区域内裂纹密度;所有模型预制裂隙两端都能形成翼裂纹,同组模型同端扩展路径相似;L为20~30mm时两端翼裂纹扩展方向一致,L为40~60mm时两端翼裂纹扩展方向多相反;爆生裂纹扩展机制随角度θ变化而有所不同。研究结果可为裂隙岩体爆破设计及爆破参数优化等提供理论依据。     

Generalized Method of Separation of Variables on the Nonlinear Elastic-Plastic Wave Motion

The method of separation of variables is developed in addition to the Karman method and the method of characteristics for the wave motion of uniaxial stress in rods. Rate-independent theory is considered and it is shown that the plastic wave speed is independent of the constant n in the stress-strain law. Stresses are determined in explicit forms for two cases.     

Energy Based Stochastic Estimation of Nonlinear Oscillators with Parametric Random Excitation

A new energy-based system identification method is developed, applicable in situations where the dynamic response of a structure is measurable but the excitation is unmeasurable and describable only in terms of a stochastic process. It is shown that, in the case of a non-linear single degree of freedom system subjected to purely parametric, non-white random excitation, the power spectrum of the excitation can be identified through an estimation of the diffusion coefficient relating to the energy envelope of the response process. Through an estimation of the drift coefficient an identification of the system damping is also possible. The method is validated through application to simulated data relating to a Duffing oscillator with non-linear damping.     

钢筋混凝土T型梁在不同荷载(裂纹)下的试验模态分析及非线性外推

混凝土结构在大荷载作用下出现裂纹,其模态参数呈非线性规律.本文采用分段线性假设进行简化,即认为结构在不同级的荷载下对应有局部的线性特性.对钢筋混凝土T型简支梁在若干不同等级纯力加载并产生相应裂纹的情况下,分别进行试验模态分析,然后用非线性最小二乘拟合的方法,对所得各线性结果进行综合,以推求各种载荷作用(裂纹)下模态参数非线性变化规律.有关研究表明,将这种方法提供的结果用于桥梁承载力的动态法测定是合理可行的.     

The Generalized Nonlinear Galerkin Method Applied to Hydrodynamics of the Open Sea

In this paper we present new numerical algorithms based on a generalized nonlinear Galerkin method in order to solve coastal and oceanic circulation problems. The equations system is based on the primitive equations of the ocean under Boussinesq and hydrostatic approximations. These equations are transformed using, at the same time, the classical σ transformation and an original homogenization of the boundary conditions. We use a well adapted special basis to apply the usual Galerkin method and the nonlinear Galerkin method. This basis is built on a modelization of the energetic transfers through the different scales of flow. Two approaches are proposed to solve the continuity equation: the (nonlinear) Galerkin method and the method of the characteristics. We present the advantages and drawbacks of both methods.     

求解非线性动力系统周期解推广的打靶法

提出一种确定非线性系统周期轨道及周期的改进打靶算法。首先通过改变系统的时间尺度，将非线性系统周期轨道的周期显式地出现在非线性系统的系统方程中，然后对传统打靶法进行改造，将周期也作为一个参数一起参入打靶法的迭代过程，从而能迅速确定出系统的周期轨道及其周期。该方法对初始迭代参数没有苛刻要求，可以用于分析强非线性系统，而且对参数激励系统同样有效，对高维系统也能迅速、准确地求得周期解。文中应用该方法对三维Rǒssler系统和八维非线性柔性转子-轴承系统的周期轨道和周期进行了求解，通过与四阶Runge-Kutta数值积分结果比较，验证了方法的有效性。     

柔性梁斜碰撞问题的非线性动力学建模和实验研究

本文研究柔性梁点面斜碰撞问题。用Hertz接触模型处理法向撞击力,分别用Hertz切向接触模型和Coulomb摩擦力模型处理粘滞状态和滑动状态的摩擦力。从精确的应变与位移的关系出发,用绝对节点坐标法建立了柔性梁的动力学方程。为了准确地处理斜碰撞切向运动的复杂状态,提出滑动-粘滞切换的准则,在此基础上,设计了斜碰撞实验,数值对比了法向撞击力和法向速度的时间历程的仿真计算结果与实验结果,验证了Hertz理论在斜碰撞情况下的正确性。另一方面切向速度的实验与理论的结果对照表明滑动-粘滞切换准则的有效性。     

Criterion of Hyperbolicity in Hyperelasticity in the Case of the Stored Energy in Separable Form

We consider the equations of hyperelasticity for isotropic solids in the Eulerian coordinates in a special case where the specific stored energy is a sum of two functions. The first one, the hydrodynamic part of the energy, depends only on the solid density and the entropy, and the second one, the shear energy, depends on the invariants of the Finger tensor in such a way that it is unaffected by the volume change. A new sufficient criterion of hyperbolicity for such a system is formulated: if the sound velocity is real and a symmetric 3×3 matrix determined in terms of the shear energy is positive definite on a one-parameter family of surfaces of the unit-determinant deformation gradient, the equations are hyperbolic.     

端头带有质量块的悬臂梁在冲击载荷下的两种剪切失效模型

剪切失效是强动载荷作用下结构失效的重要模式。本文给出了计及梁的转动惯量时端头带有质量块的悬臂梁结构受到冲击载荷作用后发生剪切失效的无量纲判据。分析表明，在初始速度间断面上是否发生剪切失效取决于质量块初始动能和质量块尺寸与梁厚之比，而与梁的长度无关。梁的转动惯量对于剪切失效具有不可忽略的影响。     

Analysis of Plastic Slip Lines at the Tip of a Crack Terminating at the Interface of Different Media

The slip lines at the tip of a mode I crack are analyzed by using the Wiener–Hopf technique within the scope of a plane (plane-strain) static problem of elastic theory. The crack terminates at the interface with a corner point between two isotropic media. The slip lines are located at the interface. They simulate the plastic zone near the crack tip in a piecewise-homogeneous quasibrittle body in the case where the contacting materials are much stiffer than the more plastic bonding material.