Nonlinear quasi-conforming finite element method

The nonlinear quasi-conforming FEM is presented based on the basic concept of the quasiconforming finite element. First, the incremental principle of stationary potential energy is discussed. Then, the formulation process of the nonlinear quasi-conforming FEM is given. Lastly, two computational examples of shells are given.     

销钉耳片连接件接触应力分析的能量解法

针对光滑无间隙的钉孔接触情况,根据圣维南原理,以耳片孔为中心取出一圆形区域,采用叠加原理将受力状态分解为对称和反对称状态,利用正交完备的三角级数和勒让德级数构造这两种受力状态的位移场.假设接触表面的载荷分布模态,由最小势能原理确定位移函数中的待定系数,得到耳片孔边的位移场和应力场.本文计算结果与有限元数值解比较显示:两...     

微孔压电弹性动力学的能量原理

根据古典阴阳互补和现代对偶互补的基本思想,通过作者早已提出一条简单而统一的新途径,系统地建立了微孔压电弹性动力学的能量原理,给出一个重要的以卷积表示的积分关系式,可以认为,在力学上它是广义虚功原理的表式,从该式出发,不仅能得到微孔压电弹性动力学的虚功原理和互等定理,而且通过作者所给出的一系列广义Legendre变换,能系统地导出成互补关系的11类变量、9类变量、6类变量和3类变量简化Gurtin型变分原理的泛函,同时,通过这条新途径,还能清楚地阐明这些原理之间的内在联系。     

地下工程爆破振动信号能量分布特征的小波包分析

根据爆破振动信号具有短时非平稳的特点 ,利用小波包分析技术对地下工程爆破振动信号的能量分布特征进行了研究。首先 ,简略介绍了小波变换与小波包分析的特点 ;其次 ,基于MATLAB(MaterialsLab oratory)对段药量和爆源距离等不同条件下记录的 8条爆破振动信号进行小波包分析 ,得到了爆破振动信号在不同频带上的能量分布图 ;最后 ,分析了爆破振动信号能量的分布特征。本分析手段为研究地下工程爆破地震效应特别是振动速度 频率相关安全准则提供了一种有效的分析技术。     

Theoretical analysis on capillary adhesion of microsized plates with a substrate

The stiction of a thin plate induced by the capillary force has attracted much attention in the broad range of applications. A novel method is presented to calculate the capillary adhesion problem of the plate through analytical method. The expressions of the surface energy, the strain energy and the total potential energy of the plate-substrate system have been analyzed and delineated. By means of continuum mechanics and the principle of minimum potential energy, the governing equation of the plate with an arbitrary shape and the corresponding transversality boundary condition due to the moving bound have been derived. Then the critical adhesion radius of the circular plate has been solved according to the supplementary transversality condition. Thus the deflections of the plates are analytically calculated with different critical adhesion radii. The results may be beneficial to the engineering application and the micro/nanomeasurement.     

Semi-inverse method and generalized variational principles with multi-variables in elasticity

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Mean stress dependent nonlinear hyperelasticity coupled with damage stiffness degradation. A thermodynamical approach

Porous materials, such as geomaterials, exhibit a behaviour dependent on the confining pressure. The aim of this paper is to study the degradation of the elastic stiffness of mean stress dependent materials, due to the deterioration of the microstructure during loading.Continuum damage mechanics offers a framework to model this rigidity deterioration. In addition to the concept of effective stress, a choice has to be made between two widely used hypotheses, the principle of strain equivalence and the principle of equivalent elastic energy, in order to build a complete modelling framework.A mean stress dependent hyperelastic formulation is used to ensure a conservative behaviour, and associated to the two previous damage modelling assumptions, whose effects are compared. This allows for mean stress dependent elasticity to be reproduced, with elastic moduli increasing with mean stress while decreasing with damage.     

Nonlinear stability of double-deck reticulated circular shallow spherical shell

Based on the variational equation of the nonlinear bending theory of doubledeck reticulated shallow shells, equations of large deflection and boundary conditions for a double-deck reticulated circular shallow spherical shell under a uniformly distributed pressure are derived by using coordinate transformation means and the principle of stationary complementary energy. The characteristic relationship and critical buckling pressure for the shell with two types of boundary conditions are obtained by taking the modified iteration method. Effects of geometrical parameters on the buckling behavior are also discussed.     

Method of high-order lagrange multiplier and generalized variational principles of elasticity with more general forms of functionals

It is known[1]that the minimum principles of potential energy andcomplementary energy are the conditional variation principles underrespective conditions of constraints.By means of the method of La-grange multipliers,we are able to reduce the functionals of condi-tional variation principles to new functionals of non-conditionalvariation principles.This method can be described as follows:Mul-tiply undetermined Lagrange multipliers by various constraints,andadd these products to the original functionals.Considering these un-determined Lagrange multipliers and the original variables in thesenew functionals as independent variables of variation,we can see thatthe stationary conditions of these functionals give these undeter-mined Lagrange multipliers in terms of original variables.The sub-stitutions of these results for Lagrange multipliers into the abovefunctionals lead to the functionals of these non-conditional varia-tion principles.However,in certain cases,some of the undetermined Lagrangemultipliers ma     

THE STATIONARY VALUE PROPERTY OF HAMILTON'S PRINCIPLE IN NON-HOLONOMIC SYSTEMS

I.IntroductionHertzintroducedtheconceptofnon-holonomics}stems(NHS)in1894ti].HeconsideredthatHamiltoll'sprinciple\"asnotsatisfiedforNHSandinparticulardidnotyieldLagrangeequationswithundeterminedmultipliers.Forthisfeason.Hblderl=],Suslovi3]andVoronetzl']dev…     

New Principles of Work and Energy as Well as Power and Energy Rate for Continuum Field Theories

Ｉｎｔｒｏｄｕｃｔｉｏｎ1 999ｉｓｔｈｅ 90ｔｈａｎｎｉｖｅｒｓａｒｙｏｆｔｈｅｐｕｂｌｉｃａｔｉｏｎｏｆＥ .Ｆ .Ｃｏｓｓｅｒａｔ’ｓｂｏｏｋ“ＴｈｅｏｒｉｅｄｅｓＣｏｒｐｓＤｅｆｏｒｍａｂｌｅ”[1],ｗｈｉｃｈｗａｓｔｈｅｆｏｕｎｄａｔｉｏｎｓｔｏｎｅａｎｄｎｏｗｉｓｓｔｉｌｌａｇｕｉｄｉｎｇｍｏｎｏｇｒａｐｈｉｎｔｈｅｓｔｕｄｙｏｆｇｅｎｅｒａｌｉｚｅｄｃｏｎｔｉｎｕｕｍｆｉｅｌｄｔｈｅｏｒｉｅｓ.Ｈｏｗｅｖｅｒ,ｉｔｗａｓｎｏｔｔｉｌｌｔｈｅｐｕｂｌｉｃａｔｉｏｎｏｆｐａｐｅｒｓｏｆＥｒｉｃｋｓ…     

New Principles of Power and Energy Rate of Incremental Rate Type for Generalized Continuum Field Theories

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Minimum principle of complementary energy of cable networks by using second-order cone programming

The minimum principle of complementary energy is established for cable networks involving only stress components as variables in geometrically nonlinear elasticity. It is rather amazing that the complementary energy always attains minimum value at the equilibrium state irrespective of the stability of cable networks, contrary to the fact that only the stationary principles have been presented for elastic trusses and continua even in the case of stable equilibrium state. In order to show the strong duality between the minimization problems of total potential energy and complementary energy, the convex formulations of these problems are investigated, which can be embedded into a primal–dual pair of second-order cone programming problems. The existence and uniqueness of solution are also investigated for the minimization problem of complementary energy.     

some general theorems and generalized and piecewise generalized variational principles for linear elastodynamics

From the concept of four-dimensional space and under the four kinds of time limit conditions, some general theorems for elastodynamics are developed, such as the principle of possible work action, the virtual displacement principle, the virtual stress-momentum principle, the reciprocal theorems and the related theorems of time terminal conditions derived from it. The variational principles of potential energy action and complementary energy action, the H-W principles, the H-R principles and the constitutive variational principles for elastodynamics are obtained. Hamilton's principle, Toupin's work and the formulations of Ref. [5], [17]-[24] may be regarded as some special cases of the general principles given in the paper. By considering three cases: piecewise space-time domain, piecewise space domain, piecewise time domain, the piecewise variational principles including the potential, the complementary and the mixed energy action fashions are given. Finally, the general formulation of piecewise variati     

RENEWAL OF BASIC LAWS AND PRINCIPLES FOR POLAR CONTINUUM THEORIES (Ⅷ)-PRINCIPLE OF TOTAL WORK AND ENERGY

Theoretical incompleteness of the existing conservation laws of energy for polar continuum mechanics is further clarified. For completeness, the principles of total work and energy and of total work and energy of incremental rate type are postulated. Via total variations of the former and the latter of them, the principles of virtual displacement and microrotation & stress and couple stress as well as virtual velocity and angular velocity &stress rate and couple stress rate are immediately obtained, respectively. From these principles all balance equations and boundary conditions for micropolar mechanics are naturally and simultaneously deduced. The essential differences between the nontraditional results obtained in this paper and the existing conservation laws of energy are expounded.     

Internal resonant interactions of three free surface-waves in a circular cylindrical basin

IntroductionTheproblemofwavesofliquidinabasinhasbeenusedasaphysicalmodelinstudiesoftidalwaves ,seicheinlakes,oceanwaves,sloshingoffluidinacontainer (inindustry) .Itisstillanareaofcurrentlyvigorousresearchduetoitstheoreticalsignificance.McGoldrick[1]provedthattherewasthesecond_orderresonantinteractionsamongcapillarygravitysurface_waves.Hasselmann[2 ]studiedthenonlinearinteractionsofeveryfrequencyspectrumcomponentincontinuousspectrum ,andhederivedaformulathatdescribedtheenergytransformationsamo…     

Variational principles and generalized variational principles for nonlinear elasticity with finite displacement

In a previous paper (1979)^[1], the minimum potential energy principle and stationary complementary energy principle for nonlinear elasticity with finite displacement, together with various complete and incomplete generalized principles were studied. However, the statements and proofs of these principles were not so clearly stated about their constraint conditions and their Euler equations. In somecases, the Euler equations have been mistaken as constraint conditions. For example, the stress displacement relation should be considered as Euler equation in complementary energy principle but have been mistaken as constraint conditions in variation. That is to say, in the above mentioned paper, the number of constraint conditions exceeds the necessary requirement. Furthermore, in all these variational principles, the stress-strain relation never participate in the variation process as constraints, i.e., they may act as a constraint in the sense that, after the set of Euler equations is solved, the stress-strain relation may be used to derive the stresses from known strains, or to derive the strains from known stresses. This point was not clearly mentioned in the previous paper (1979)^[1]. In this paper, the high order Lagrange multiplier method (1983)^[2] is used to construct the corresponding generalized variational principle in more general form. Throughout this paper, V/.V. Novozhilov's results (1958)^[3] for nonlinear elasticity are used.     

Unified theory of variation principles in non-linear theory of elasticity

The purpose of this paper is to introduce and to discuss several main variation principles in nonlinear theory of elasticity——namely the classic potential energy principle, complementary energyprinciple, and other two complementary energy principles (Levinson principle and Fraeijs de Veu-beke principle) which are widely discussed in recent literatures. At the same time, the generalized variational principles are given also for all these principles. In this paper, systematic derivation and rigorous proof are given to these variational principles on the unified bases of principle of virtual work, and the intrinsic relations between these principles are also indicated. It is shown that, these principles have unified bases, and their differences are solely due to the adoption of different variables and Legendre tarnsformation. Thus, various variational principles constitute an organized totality in an unified frame. For those variational principles not discussed in this paper, the same frame can also be used, a diagram is given to illustrate the interrelationships between these principles.     

高频宽带随机激励下的结构减振

本文运用能量观点,利用统计能量分析法的基本结论,对受高频宽带随机激励的结构,按不同要求,提出了两种不同的振动控制理论。从理论上阐明了结构的高频宽带随机振动水平与输入功率、结构的损耗因子、耦合损耗因子等的关系;得出了合理控制输入功率的大小、作用部位及损耗因子的大小、分配方式可降低结构振动的结论;发现了根据各分系统单个模态平均储存能量及损耗因子的大小,合理改变各分系统间的耦合损耗因子可控制结构振动的一般规律;给出了几种不同的结构减振措施;提出了不同于常规隔振式高频宽带结构减振。实验表明,上述分析及结论是正确的。     

RENEWAL OF BASIC LAWS AND PRINCIPLES FOR POLAR CONTINUUM THEORIES (Ⅷ)—PRINCIPLE OF TOTAL WORK AND ENERGY

Theoretical incompleteness of the existing conservation laws of energy for polar continuum mechanics is further clarified. For completeness, the principles of total work and energy and of total work and energy of incremental rate type are postulated. Via total variations of the former and the latter of them, the principles of virtual displacement and microrotation & stress and couple stress as well as virtual velocity and angular velocity & stress rate and couple stress rate are immediately obtained, respectively. From these principles all balance equations and boundary conditions for micropolar mechanics are naturally and simultaneously deduced. The essential differences between the nontraditional results obtained in this paper and the existing conservation laws of energy are expounded. Contributed by DAI Tian-min, Original Member of Editorial Committe, AMM Project supported by the National Natural Science Foundation of China (Nos. 10472041, 10072024) and the Science Research Foundation of Liaoning Province (No. 990111001)