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1.
IntroductionPfaff[1]hasbeendefinedaquaternionproductonleaf (theplanecontainingtheOx_axis) .Byaidoftheproduct,anewproductisdefinedonplaneswhichpassesthroughtheorigindonotcontaintheOx_axisandsomeofthepropertiesofthisproducthavebeeninvestigated .Agrawal[2 ]gavesomealgebricpropertiesofHamiltonoperators.Also ,quaternionswereexpressedintermsof 4× 4matricesbymeansoftheseoperators.Yayli[3]gavehomotheticmotionswithaidoftheHamiltonoperatorsatE4 .Hacisalihoglu[4 ]showedthatallHomotheticmotionsinn_di…  相似文献   

2.
IntroductionThemethodofconvolution[1- 3]canbeusedinthestudyofpiezoelectricmaterial.Piezoelectricmaterialisoneoftheimportantsmartmaterials,usedinnovelsmartstructure .ThedynamictheoryforthermopiezoelectricelastomediawassearchedbyNowacki[4 ,5 ],Chandrasekharaiah[6 ]andIesan[7].However,region_wisevariationalprinciplesinlinearthermopiezoelectricelastodynamicshavebeennotestablishedsystematically .AlthoughLuoenandKuangJun_shang[8]havedevelopedsimplifiedGurtin_typevariationalprinciplesinlinearther…  相似文献   

3.
IntroductionHyper_elasticmaterials ,suchasrubberandpolyurethane ,havemanyexcellentpropertiesandhavebeenusedwidelyinalmostallregionsofevery_daylifeandindustrialmanufacturing .Thevoidformationandgrowthinhyper_elasticmaterialsduetotheinstabilityofmaterialsplayafundamentalroleinthemechanismsofmaterialfractureandfailure.SotheproblemhasgotacertaindevelopmentinthepasttwentyyearsandtherecentreviewisthatofHorgan[1] .Chou_WangandHorgan[2 ] ,RenandCheng[3 ,4] studiedthegrowthofacentervoidinthecylindero…  相似文献   

4.
IntroductionThestudyofrandomparametricexcitedsystemsisimportantintheengineeringsystems,andistheoreticallymoredifficultespeciallywhentheexcitationsarenarrow_bandrandomprocessesandparametricexcitedsystems.Inthecasewhenthesystemsareexcitedbycombineddeterministicharmonicandwide_bandprocesses,StratonovitchandRomanovskii[1] ,Dimentbergetal.[2 ] ,andNamachchivaya[3 ] usingthemethodofrandomaveragingandthemethodofKhasminskiiinvestigatedthealmostcertainstabilityofthesystems.AriaratnamandTam[4]discusse…  相似文献   

5.
IntroductionRobertMerton[1] startedcontinuous_timefinancialmodelingwithhisexplicitdynamicprogrammingsolutionforoptimalportfolioandconsumptionpolices.Thissetsthestageforhis1973generalequilibriummodelofsecurityprices,anothermilestone .Hismajorcontributionwashisarbitrage_basedproofoftheoptionpricingformulaintroducedbyFisherBlackandMyronScholesin 1973[2 ] ,andhiscontinualdevelopmentofthatapproachtoderivativepricing .Darrelluffie[3 ] derivedtheBlack_ScholesFormulaintraditionaloptionpricingmetho…  相似文献   

6.
Thenonlinearsingularlyperturbedproblemisaveryattentiveobjectofstudyintheinternationalacademiccircles[1].Recently ,manyscholarsstudiedagreatdealofwork .Forexample,Boh啨[2 ],ButuzovandSmurov[3],O’Malley ,Jr.[4 ],Butuzov ,NefedovandSchneider[5 ]andKelley[6 ]andsoon .TheauthorconsideredaclassofsingularlyperturbednonlinearboundaryvalueproblemsfortheordinarydifferentialequationinRefs .[7~ 1 0 ] ,reactiondiffusionequationsinRefs.[1 1~ 1 3 ] ,singularlyperturbedproblemswithnonlocalboundarycond…  相似文献   

7.
IntroductionCylindricallyorthotropictubesarenowwidelyappliedinengineering ,theresearchofthestressesfieldhasattractedalotofattentionfromscientistsandengineers .ConsiderableworksonstressfieldduetomechanicalloadinghavebeendonebyLehknitskii[1],Sherrer[2 ]andPagano[3].KalamandTauchert[4 ],HyerandCooper[5 ]studiedthethermalstressesinorthotropiccylindersduetosteaky_statetemperaturegradient.TheproblemoftransientthermalstressesinaholloworthotropiccircularcylinderwasfirstlyproposedandtreatedbyKardoma…  相似文献   

8.
IntroductionIHCPs (InverseHeatConductionProblems)arecloselyassociatedwithmanyengineeringaspects,andwelldocumentedintheliteratures,coveringtheidentificationsofthermalparameters[1,2 ],boundaryshapes[3],boundaryconditions[4 ]andsource_relatedterms[5 ,6 ]etc .Howeveritseemsthatonlylittleworkisdirectlyconcernedwithmulti_variablesidentificationsbyauthors’knowledge.Tsengetal.presentedanapproachtodeterminingtwokindsofvariables[7],butonlygavefewnumericalexamplestodeterminethemsimultaneously .Thesol…  相似文献   

9.
IntroductionAmongdifferenteigenvalueproblemsthereexistgaugetransformationswhichcanbeappliedtostudytheinfinite_dimensionalintegrableconstrainedflowproducedbyusingthecertainconstraintsonassociatedeigenvalueproblems[1,2 ] .Morerecently ,integrablefinite_dimensionalsystemsthatadmitaclassicalr_matrixdependingonthespectralproblemshavebeenstudiedextensively[3 ,4] .Buttherearemanyapplicationsofgaugetransformationswhichhavenotbeenstudiedyet.Themainaimofthepresentpaperistointroducesomenewapplicationsoft…  相似文献   

10.
IntroductionDecentralizedcontroltheoryalreadyexistsforlarge_scalesystems[1,2 ].ThereaftertheH∞robustcontroltheorywasappliedtosolvedisturbanceattenuationandreliablecontrolproblemsofsuchsystems[3~5 ]sothatfindingthecriticaloptimalparameterγ- 2crisanessentialstep ,hereγcristheoptimalH∞normofthesystem .ZhongandZhong[6 ]showedthattheLinear_Quadratic (LQ)optimalcontrolandKalman_Bucyfilteringtheoryareanalogoustostaticsinstructuralmechanics.Zhongetal.alsoshowed[7~ 9]thattheproblemofdetermini…  相似文献   

11.
为量化梁、杆、柱的自重(下称分布轴向力)对静力失稳和动力横向振动的影响,在《材料力学》和《机械系统动力学》教材的基础上,建立了分布轴向力下的杆柱失稳和横向振动的力学、数学模型。采用有限差分法、伽辽金法和数值积分法获取计算结果。结果表明:考虑分布轴向力的杆柱横向振动固有频率随杆长增加而减小,杆柱失稳时一阶固有频率为0;分布轴向力对较短杆柱的临界载荷影响较小,对较长杆柱影响较大;伽辽金法不适用计算超长杆柱的失稳临界载荷。  相似文献   

12.
We study static and dynamic stability problems for a thin flexible rod subjected to axial compression with the geometric nonlinearity explicitly taken into account. In the case of static action of a force, the critical load and the bending shapes of the rod were determined by Euler. Lavrent’ev and Ishlinsky discovered that, in the case of rod dynamic loading significantly greater than the Euler static critical load, there arise buckling modes with a large number of waves in the longitudinal direction. Lavrent’ev and Ishlinsky referred to the first loading threshold discovered by Euler as the static threshold, and the subsequent ones were called dynamic thresholds; they can be attained under impact loading if the pulse growth time is less than the system relaxation time. Later, the buckling mechanism in this case and the arising parametric resonance were studied in detail by Academician Morozov and his colleagues.In this paper, we complete and develop the approach to studying dynamic rod systems suggested by Morozov; in particular, we construct exact and approximate analytic solutions by using a system of special functions generalizing the Jacobi elliptic functions. We obtain approximate analytic solutions of the nonlinear dynamic problem of flexible rod deformation under longitudinal loading with regard to the boundary conditions and show that the analytic solution of static rod system stability problems in a geometrically nonlinear statement permits exactly determining all possible shapes of the bent rod and the complete system of buckling thresholds. The study of approximate analytic solutions of dynamic problems of nonlinear vibrations of rod systems loaded by lumped forces after buckling in the deformed state allows one to determine the vibration frequencies and then the parametric resonance thresholds.  相似文献   

13.
对于铅直圆筒内受交变拉压轴向载荷作用的细长杆柱,当杆柱底端所受到的轴向压力大于杆柱屈曲的临界载荷时,细长杆柱在圆筒内将产生螺旋屈曲,杆柱的屈曲变形将激励杆柱在圆筒内产生横向振动。以细长杆在圆筒内的瞬时屈曲构型作为杆柱横向振动的位移激励,建立了屈曲位移激励下的细长杆在圆筒内横向振动与杆管碰撞规律的仿真模型。采用有限差分法对井深进行离散,Newmark 法对时间进行离散,以恢复系数法建立了细长杆和圆筒的碰撞条件,对细长杆在圆筒内的横向振动数学模型进行了数值仿真。仿真结果表明,细长杆和圆筒内壁的碰撞现象主要发生在细长杆底端受压发生屈曲后,且几乎沿整个圆筒都有发生,从圆筒顶部至底部的碰撞力峰值逐渐增大;而在杆柱底端受拉时碰撞现象很少,碰撞力也较小。  相似文献   

14.
In this paper the nonlinear dynamics of circular cylindrical shells under axial static (compressive) and periodic resonant loads have been experimentally investigated, the goal is to study the dynamic scenario and to analyze nonlinear regimes. A special test rig has been developed for the experiment in order to apply a static axial load combined with a dynamic axial load. The setup allows for investigating the linear behavior under static preload by means of the usual modal testing techniques; moreover, it allows for analyzing the nonlinear response which occurs when the dynamic axial load is periodic and gives rise to complex resonances. The complex dynamics, arising when a periodic axial load excites the asymmetric (shell like) modes, are analyzed by means of amplitude frequency diagrams, waterfall spectrum diagrams, bifurcation diagrams of Poincaré maps; a deep analysis of time histories, spectra, phase portraits and Poincaré maps completes the study of the complex dynamic scenario.  相似文献   

15.
The paper contains a short survey of the papers on the static and dynamic longitudinal compression of a thin rod initiated by Morozov and and carried out in 2009–2016 with his direct participation. We consider linear and nonlinear problems related to the propagation of longitudinal waves in a rod and the transverse vibrations generated by these waves; parametric resonances; beating due to energy exchange between longitudinal and transverse vibrations; the rod shape evolution as the load exceeds the Euler critical value; the possibility of buckling of the rod rectilinear shape under a load less than the Euler load; and the rod dynamics at the initial stage of motion. The prospects of further investigations related to the complication of the models are considered, in particular, the problem of longitudinal impact by a body on a rod and the transverse vibrations generated by it.  相似文献   

16.
The dynamics behavior of a nonlinear visco-elastic rod subjected to axially periodic load is investigated theoretically and numerically. The weak longitudinal periodic load is distributed uniformly along the rod. Firstly, equation of motion of the rod is derived. Utilizing perturbation technique, we acquire Kdv type equation describing strain wave in the rod. By use traveling wave method, the elliptic cosine wave solution and the solitary wave solution in the rod are provided. Then, Melnikov method is applied to analyze the dynamic behaviour of the rod qualitatively. The explicit conditions for the onset of chaotic dynamics are yielded. With the help of the Poincare map method, phase trajectory and time-displacement history diagrams, the theoretical results obtained are checked.  相似文献   

17.
The instability and nonlinear dynamics of planar motions of a cylinder array subjected to cross-flow have been studied via a five-mode discretization of the governing partial differential equation, focusing on the effect of initial axial load externally imposed on the cylinder. Theoretical results based on a stability analysis have indicated that, with increasing initial axial load and flow velocity, the system may lose stability either via flutter or via buckling. The boundaries of these two forms of instability are predicted analytically. To explore the post-instability dynamics of the system, a Runge–Kutta scheme is used to solve the nonlinear governing equation of motion. Three typical behaviors, including limit cycle motions of the system, are obtained. It is shown that, for relatively low flow velocity, with increasing initial axial load, just beyond the pitchfork bifurcation the cylinder would settle in a buckled equilibrium position; and for high flow velocity, however, this phenomenon only occurs when the initial axial load becomes sufficiently large.  相似文献   

18.
研究可移简支及夹支边界条件下,轴对称压电层合圆板在强电场和机械荷载联合作用下的非线性变形.考虑电致伸缩的非线性压电效应及几何非线性的影响,导出轴对称压电层合圆板的控制方程.通过调整坐标轴的位置对控制方程进行简化,得到关于挠度和径向力的4阶非线性控制方程.再通过简单的积分并引入无量刚变量将控制方程等价地化为2阶非线性耦合微分方程组.利用幂级数法得到可移简支及夹支边界条件下强电场和均布荷载共同作用时的挠度、径向力及径向位移的幂级数精确解.通过对双、单压电晶片执行器的数值计算及分析,得到电场、外载对于位移、径向力的影响关系.  相似文献   

19.
Nonlinear responses of a single pile with soil-structure interaction under primary resonance and two-to-one internal resonance are investigated. Considering the effect of soil-structure interaction and geometric nonlinearity, the Hamilton principle is applied to derive the equation of motion of the pile subjected to a lateral excitation and axial load. Then, the effective nonlinear coefficient and the frequency-response equation are presented by employing the multimode discretization and the method of multiple scales. Moreover, the nonlinear frequencies are obtained for the analysis of the nonlinear dynamic characteristics of the pile. The equilibrium and dynamic solutions of modulation equations are examined by using the Newton-Raphson, shooting, and continuation methods. The nonlinear responses of the pile are explored by means of the backbone curves and the frequency (force)-response curves. Meanwhile, the effect of the axial load on the nonlinear dynamic characteristics of the pile is discussed. The numerical results show that the nonlinear responses of the pile exhibit some rich and complex nonlinear phenomena.  相似文献   

20.
王杰方  安海  安伟光 《力学学报》2016,48(1):181-191
超空泡运动体的动力屈曲失稳具有隐蔽性、突发性和危险性,因而必须研究清楚运动体的失稳区域边界及失稳振幅.将超空泡运动体模拟成受轴向周期载荷作用的细长圆柱薄壳,给出非线性几何方程、物理方程和平衡方程,建立细长圆柱薄壳带有非线性项的动力屈曲微分方程组;依据非线性项的形式,给出合理的非线性位移表达式,得到具有周期性系数的非线性横向振动微分方程;采用伽辽金变分法和和鲍洛金方法,获得带有周期性系数和非线性项的马奇耶方程;求解非线性马奇耶方程,得到第一、第二阶不稳定区域内的定态振动振幅的解析表达式;绘制超空泡运动体的非线性参数共振曲线,分析航行速度、载荷比例系数、轴向载荷频率和振型对参数共振曲线的影响.以上研究为建立基于参数共振的圆柱薄壳动力失稳的可靠性分析及基于参数共振可靠性的结构动力优化设计的奠定了理论基础.  相似文献   

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