弹性力学专业英语英汉互译词汇

地形平坦开阔，地层由第四系全新冲积层，第四系上更新统冲层组成，局部 表 关于同志近三年现实表现材料材料类招标技术评分表图表与交易pdf视力表打印pdf用图表说话 pdf 覆第四系全新统人工堆积层。第四系全新统冲积层厚度约25～50m，岩性主要为黏土、粉质黏土、粉土、粉砂、细砂；第四系上更新统冲积层厚度大于50m，岩性主要为黏性土、粉土、粉细砂等。管桩深度范围内地层主要为：粉土、黏土、粉质黏土，局部表层为杂填土。couplingCentreshallbechecked,thesecondpouredconcretestrengthofmorethan70%.Intheprocessofreamingorboring,apartfromthespecialprovisionsinfactory,doesnotallowanyworkthatmayaffectthecouplingCentre,suchasirrigation,tocylinderconnectionstofloodthecondenserpipesandsoon.Wellboring,hingeboltholeflangewithcouplingofvertical,notoblique.Mountingboltsshouldbeaddedlubricants,typinggentlywithasmallhammer,nottoolooseortootight,packedtheboltswiththecorrespondingsealscrewholeshouldbemarked.6.4.5.4.2couplingreamedandpairingsisclosetothediameterofboltbearinggoodhingeholes,dressedwithagoodtwocouplingboltsbeforeyoucanmovetherotor,boring-reamingholeinturn.Couplingboltsmustbetightcouplingissymmetricaldiameter,inboring,reaming,twoboltsout.Wellboring,hingeboltholeflangewithcouplingofvertical,notoblique.Duetothecouplingboltsinaccordancewithhingeholescorrespondingtothediameterofthescrewholesonebyoneafterprocessing,processingbackboltinstallationlocationcannotbechanged,soaccordingtoboltaftertheactualweightdifferenceofnutandlockwashertomatch.Generalrequirementsforcouplingtwosymmetricaldiameterbolt,nutandlockwasher'stotalweightdifferenceshouldnotbegreaterthan10gandknocksstampedmark.(SeeFigure18)Thecouplingboltsapplylubricant,andthengentlywithcopperhome,nottoolooseortootight.BoltAssemblyisfinished,symmetricaltighteningallboltsto30%,50%,70%,100%force,andcheckthecouplingflutterandbeforeconnectingthecirclegraduallychangesitsvalueshouldbelessthan0.02mm.Tighteningtorqueofthecouplingboltsshallcomplywiththetechnicalrequirementsmanufacturersdrawings,withadynamometricwrenchorlogtensiontools.Threewheelrotorswingtestcouplingconnectionsshouldbechecked:takingleave,地形平坦开阔，地层由第四系全新冲积层，第四系上更新统冲层组成，局部表覆第四系全新统人工堆积层。第四系全新统冲积层厚度约25～50m，岩性主要为黏土、粉质黏土、粉土、粉砂、细砂；第四系上更新统冲积层厚度大于50m，岩性主要为黏性土、粉土、粉细砂等。管桩深度范围内地层主要为：粉土、黏土、粉质黏土，局部表层为杂填土。couplingCentreshallbechecked,thesecondpouredconcretestrengthofmorethan70%.Intheprocessofreamingorboring,apartfromthespecialprovisionsinfactory,doesnotallowanyworkthatmayaffectthecouplingCentre,suchasirrigation,tocylinderconnectionstofloodthecondenserpipesandsoon.Wellboring,hingeboltholeflangewithcouplingofvertical,notoblique.Mountingboltsshouldbeaddedlubricants,typinggentlywithasmallhammer,nottoolooseortootight,packedtheboltswiththecorrespondingsealscrewholeshouldbemarked.6.4.5.4.2couplingreamedandpairingsisclosetothediameterofboltbearinggoodhingeholes,dressedwithagoodtwocouplingboltsbeforeyoucanmovetherotor,boring-reamingholeinturn.Couplingboltsmustbetightcouplingissymmetricaldiameter,inboring,reaming,twoboltsout.Wellboring,hingeboltholeflangewithcouplingofvertical,notoblique.Duetothecouplingboltsinaccordancewithhingeholescorrespondingtothediameterofthescrewholesonebyoneafterprocessing,processingbackboltinstallationlocationcannotbechanged,soaccordingtoboltaftertheactualweightdifferenceofnutandlockwashertomatch.Generalrequirementsforcouplingtwosymmetricaldiameterbolt,nutandlockwasher'stotalweightdifferenceshouldnotbegreaterthan10gandknocksstampedmark.(SeeFigure18)Thecouplingboltsapplylubricant,andthengentlywithcopperhome,nottoolooseortootight.BoltAssemblyisfinished,symmetricaltighteningallboltsto30%,50%,70%,100%force,andcheckthecouplingflutterandbeforeconnectingthecirclegraduallychangesitsvalueshouldbelessthan0.02mm.Tighteningtorqueofthecouplingboltsshallcomplywiththetechnicalrequirementsmanufacturersdrawings,withadynamometricwrenchorlogtensiontools.Threewheelrotorswingtestcouplingconnectionsshouldbechecked:takingleave,地形平坦开阔，地层由第四系全新冲积层，第四系上更新统冲层组成，局部表覆第四系全新统人工堆积层。第四系全新统冲积层厚度约25～50m，岩性主要为黏土、粉质黏土、粉土、粉砂、细砂；第四系上更新统冲积层厚度大于50m，岩性主要为黏性土、粉土、粉细砂等。管桩深度范围内地层主要为：粉土、黏土、粉质黏土，局部表层为杂填土。couplingCentreshallbechecked,thesecondpouredconcretestrengthofmorethan70%.Intheprocessofreamingorboring,apartfromthespecialprovisionsinfactory,doesnotallowanyworkthatmayaffectthecouplingCentre,suchasirrigation,tocylinderconnectionstofloodthecondenserpipesandsoon.Wellboring,hingeboltholeflangewithcouplingofvertical,notoblique.Mountingboltsshouldbeaddedlubricants,typinggentlywithasmallhammer,nottoolooseortootight,packedtheboltswiththecorrespondingsealscrewholeshouldbemarked.6.4.5.4.2couplingreamedandpairingsisclosetothediameterofboltbearinggoodhingeholes,dressedwithagoodtwocouplingboltsbeforeyoucanmovetherotor,boring-reamingholeinturn.Couplingboltsmustbetightcouplingissymmetricaldiameter,inboring,reaming,twoboltsout.Wellboring,hingeboltholeflangewithcouplingofvertical,notoblique.Duetothecouplingboltsinaccordancewithhingeholescorrespondingtothediameterofthescrewholesonebyoneafterprocessing,processingbackboltinstallationlocationcannotbechanged,soaccordingtoboltaftertheactualweightdifferenceofnutandlockwashertomatch.Generalrequirementsforcouplingtwosymmetricaldiameterbolt,nutandlockwasher'stotalweightdifferenceshouldnotbegreaterthan10gandknocksstampedmark.(SeeFigure18)Thecouplingboltsapplylubricant,andthengentlywithcopperhome,nottoolooseortootight.BoltAssemblyisfinished,symmetricaltighteningallboltsto30%,50%,70%,100%force,andcheckthecouplingflutterandbeforeconnectingthecirclegraduallychangesitsvalueshouldbelessthan0.02mm.Tighteningtorqueofthecouplingboltsshallcomplywiththetechnicalrequirementsmanufacturersdrawings,withadynamometricwrenchorlogtensiontools.Threewheelrotorswingtestcouplingconnectionsshouldbechecked:takingleave,弹性力学elasticity弹性理论theoryofelasticity均匀应力状态homogeneousstateofstress应力不变量stressinvariant应变不变量straininvariant应变椭球strainellipsoid均匀应变状态homogeneousstateof  strain应变协调方程equationofstrain  compatibility拉梅常量Lameconstants各向同性弹性isotropicelasticity旋转圆盘rotatingcirculardisk楔wedge开尔文问 题 快递公司问题件快递公司问题件货款处理关于圆的周长面积重点题型关于解方程组的题及答案关于南海问题 Kelvinproblem布西内斯克问题Boussinesqproblem艾里应力函数Airystressfunction克罗索夫--穆斯赫利什维利法Kolosoff-  Muskhelishvilimethod基尔霍夫假设Kirchhoffhypothesis板Plate矩形板Rectangularplate圆板Circularplate环板Annularplate波纹板Corrugatedplate加劲板Stiffenedplate,reinforced  Plate中厚板Plateofmoderatethickness弯[曲]应力函数Stressfunctionofbending壳Shell扁壳Shallowshell旋转壳Revolutionaryshell球壳Sphericalshell[圆]柱壳Cylindricalshell锥壳Conicalshell环壳Toroidalshell封闭壳Closedshell波纹壳Corrugatedshell扭[转]应力函数Stressfunctionoftorsion翘曲函数Warpingfunction半逆解法semi-inversemethod瑞利--里茨法Rayleigh-Ritzmethod松弛法Relaxationmethod莱维法Levymethod松弛Relaxation量纲分析Dimensionalanalysis自相似[性]self-similarity影响面Influencesurface接触应力Contactstress赫兹理论Hertztheory协调接触Conformingcontact滑动接触Slidingcontact滚动接触Rollingcontact压入Indentation各向异性弹性Anisotropicelasticity颗粒 材料 关于××同志的政审材料调查表环保先进个人材料国家普通话测试材料农民专业合作社注销四查四问剖析材料 Granularmaterial散体力学Mechanicsofgranularmedia热弹性Thermoelasticity超弹性Hyperelasticity粘弹性Viscoelasticity对应原理Correspondenceprinciple褶皱Wrinkle塑性全量理论Totaltheoryofplasticity滑动Sliding微滑Microslip粗糙度Roughness非线性弹性Nonlinearelasticity大挠度Largedeflection突弹跳变snap-through有限变形Finitedeformation格林应变Greenstrain阿尔曼西应变Almansistrain弹性动力学Dynamicelasticity运动方程Equationofmotion准静态的Quasi-static气动弹性Aeroelasticity水弹性Hydroelasticity颤振Flutter弹性波Elasticwave简单波Simplewave柱面波Cylindricalwave水平剪切波Horizontalshearwave竖直剪切波Verticalshearwave体波bodywave无旋波Irrotationalwave畸变波Distortionwave膨胀波Dilatationwave瑞利波Rayleighwave等容波Equivoluminalwave勒夫波Lovewave界面波Interfacialwave边缘效应edgeeffect塑性力学Plasticity可成形性Formability金属成形Metalforming耐撞性Crashworthiness结构抗撞毁性Structuralcrashworthiness拉拔Drawing破坏机构Collapsemechanism回弹Springback挤压Extrusion冲压Stamping穿透Perforation层裂Spalling塑性理论Theoryofplasticity安定[性]理论Shake-downtheory运动安定定理kinematicshake-downtheorem静力安定定理Staticshake-downtheorem率相关理论ratedependenttheorem载荷因子loadfactor加载准则Loadingcriterion加载函数Loadingfunction加载面Loadingsurface塑性加载Plasticloading塑性加载波Plasticloadingwave简单加载Simpleloading比例加载Proportionalloading卸载Unloading卸载波Unloadingwave冲击载荷Impulsiveload阶跃载荷stepload脉冲载荷pulseload极限载荷limitload中性变载nentralloading拉抻失稳instabilityintension加速度波accelerationwave本构方程constitutiveequation完全解completesolution名义应力nominalstress过应力over-stress真应力truestress等效应力equivalentstress流动应力flowstress应力间断stressdiscontinuity应力空间stressspace主应力空间principalstressspace静水应力状态hydrostaticstateofstress对数应变logarithmicstrain工程应变engineeringstrain等效应变equivalentstrain应变局部化strainlocalization应变率strainrate应变率敏感性strainratesensitivity应变空间strainspace有限应变finitestrain塑性应变增量plasticstrainincrement累积塑性应变accumulatedplasticstrain永久变形permanentdeformation内变量internalvariable应变软化strain-softening理想刚塑性材料rigid-perfectlyplastic  Material刚塑性材料rigid-plasticmaterial理想塑性材料perfectlplasticmaterial材料稳定性stabilityofmaterial应变偏张量deviatorictensorofstrain应力偏张量deviatoritensorofstress应变球张量sphericaltensorofstrain应力球张量sphericaltensorofstress路径相关性path-dependency线性强化linearstrain-hardening应变强化strain-hardening随动强化kinematichardening各向同性强化isotropichardening强化模量strain-hardeningmodulus幂强化powerhardening塑性极限弯矩plasticlimitbending  Moment塑性极限扭矩plasticlimittorque弹塑性弯曲elastic-plasticbending弹塑性交界面elastic-plasticinterface弹塑性扭转elastic-plastictorsion粘塑性Viscoplasticity非弹性Inelasticity理想弹塑性材料elastic-perfectlyplastic  Material极限分析limitanalysis极限 设计 领导形象设计圆作业设计ao工艺污水处理厂设计附属工程施工组织设计清扫机器人结构设计 limitdesign极限面limitsurface上限定理upperboundtheorem上屈服点upperyieldpoint下限定理lowerboundtheorem下屈服点loweryieldpoint界限定理boundtheorem初始屈服面initialyieldsurface后继屈服面subsequentyieldsurface屈服面[的]外凸性convexityofyieldsurface截面形状因子shapefactorofcross-section沙堆比拟sandheapanalogy屈服Yield屈服条件yieldcondition屈服准则yieldcriterion屈服函数yieldfunction屈服面yieldsurface塑性势plasticpotential能量吸收装置energyabsorbingdevice能量耗散率energyabsorbingdevice塑性动力学dynamicplasticity塑性动力屈曲dynamicplasticbuckling塑性动力响应dynamicplasticresponse塑性波plasticwave运动容许场kinematicallyadmissible  Field静力容许场staticallyadmissible  Field流动法则flowrule速度间断velocitydiscontinuity滑移线slip-lines滑移线场slip-linesfield移行塑性铰travellingplastichinge塑性增量理论incrementaltheoryof  Plasticity米泽斯屈服准则Misesyieldcriterion普朗特--罗伊斯关系prandtl-Reussrelation特雷斯卡屈服准则Trescayieldcriterion洛德应力参数Lodestressparameter莱维--米泽斯关系Levy-Misesrelation亨基应力方程Henckystressequation赫艾--韦斯特加德应力空间Haigh-Westergaard  stressspace洛德应变参数Lodestrainparameter德鲁克公设Druckerpostulate盖林格速度方程Geiringervelocity  Equation结构力学structuralmechanics结构分析structuralanalysis结构动力学structuraldynamics拱Arch三铰拱three-hingedarch抛物线拱parabolicarch圆拱circulararch穹顶Dome空间结构spacestructure空间桁架spacetruss雪载[荷]snowload风载[荷]windload土压力earthpressure地震载荷earthquakeloading弹簧支座springsupport支座位移supportdisplacement支座沉降supportsettlement超静定次数degreeofindeterminacy机动分析kinematicanalysis结点法methodofjoints截面法methodofsections结点力jointforces共轭位移conjugatedisplacement影响线influenceline三弯矩方程three-momentequation单位虚力unitvirtualforce刚度系数stiffnesscoefficient柔度系数flexibilitycoefficient力矩分配momentdistribution力矩分配法momentdistributionmethod力矩再分配momentredistribution分配系数distributionfactor矩阵位移法matridisplacementmethod单元刚度矩阵elementstiffnessmatrix单元应变矩阵elementstrainmatrix总体坐标globalcoordinates贝蒂定理Bettitheorem高斯--若尔当消去法Gauss-Jordanelimination  Method屈曲模态bucklingmode复合材料力学mechanicsofcomposites复合材料compositematerial纤维复合材料fibrouscomposite单向复合材料unidirectionalcomposite泡沫复合材料foamedcomposite颗粒复合材料particulatecomposite层板Laminate夹层板sandwichpanel正交层板cross-plylaminate斜交层板angle-plylaminate层片Ply多胞固体cellularsolid膨胀Expansion压实Debulk劣化Degradation脱层Delamination脱粘Debond纤维应力fiberstress层应力plystress层应变plystrain层间应力interlaminarstress比强度specificstrength强度折减系数strengthreductionfactor强度应力比strength-stressratio横向剪切模量transverseshearmodulus横观各向同性transverseisotropy正交各向异Orthotropy剪滞分析shearlaganalysis短纤维choppedfiber长纤维continuousfiber纤维方向fiberdirection纤维断裂fiberbreak纤维拔脱fiberpull-out纤维增强fiberreinforcement致密化Densification最小重量设计optimumweightdesign网格分析法nettinganalysis混合律ruleofmixture失效准则failurecriterion蔡--吴失效准则Tsai-Wufailurecriterion达格代尔模型Dugdalemodel断裂力学fracturemechanics概率断裂力学probabilisticfracture  Mechanics格里菲思理论Griffiththeory线弹性断裂力学linearelasticfracture  mechanics,LEFM弹塑性断裂力学elastic-plasticfracture  mecha-nics,EPFM断裂Fracture脆性断裂brittlefracture解理断裂cleavagefracture蠕变断裂creepfracture延性断裂ductilefracture晶间断裂inter-granularfracture准解理断裂quasi-cleavagefracture穿晶断裂trans-granularfracture裂纹Crack裂缝Flaw缺陷Defect割缝Slit微裂纹Microcrack折裂Kink椭圆裂纹ellipticalcrack深埋裂纹embeddedcrack[钱]币状裂纹penny-shapecrack预制裂纹Precrack短裂纹shortcrack表面裂纹surfacecrack裂纹钝化crackblunting裂纹分叉crackbranching裂纹闭合crackclosure裂纹前缘crackfront裂纹嘴crackmouth裂纹张开角crackopeningangle,COA裂纹张开位移crackopeningdisplacement,  COD裂纹阻力crackresistance裂纹面cracksurface裂纹尖端cracktip裂尖张角cracktipopeningangle,  CTOA裂尖张开位移cracktipopening  displacement,CTOD裂尖奇异场cracktipsingularity  Field裂纹扩展速率crackgrowthrate稳定裂纹扩展stablecrackgrowth定常裂纹扩展steadycrackgrowth亚临界裂纹扩展subcriticalcrackgrowth裂纹[扩展]减速crackretardation止裂crackarrest止裂韧度arresttoughness断裂类型fracturemode滑开型slidingmode张开型openingmode撕开型tearingmode复合型mixedmode撕裂Tearing撕裂模量tearingmodulus断裂准则fracturecriterionJ积分J-integralJ阻力曲线J-resistancecurve断裂韧度fracturetoughness应力强度因子stressintensityfactorHRR场Hutchinson-Rice-Rosengren  Field守恒积分conservationintegral有效应力张量effectivestresstensor应变能密度strainenergydensity能量释放率energyreleaserate内聚区cohesivezone塑性区plasticzone张拉区stretchedzone热影响区heataffectedzone,HAZ延脆转变温度brittle-ductiletransition  tempe-rature剪切带shearband剪切唇shearlip无损检测non-destructiveinspection双边缺口试件doubleedgenotched  specimen,DENspecimen单边缺口试件singleedgenotched  specimen,SENspecimen三点弯曲试件threepointbending  specimen,TPBspecimen中心裂纹拉伸试件centercrackedtension  specimen,CCTspecimen中心裂纹板试件centercrackedpanel  specimen,CCPspecimen紧凑拉伸试件compacttensionspecimen,  CTspecimen大范围屈服largescaleyielding小范围攻屈服smallscaleyielding韦布尔分布Weibulldistribution帕里斯公式parisformula空穴化Cavitation应力腐蚀stresscorrosion概率风险判定probabilisticrisk  assessment,PRA损伤力学damagemechanics损伤Damage连续介质损伤力学continuumdamagemechanics细观损伤力学microscopicdamagemechanics累积损伤accumulateddamage脆性损伤brittledamage延性损伤ductiledamage宏观损伤macroscopicdamage细观损伤microscopicdamage微观损伤microscopicdamage损伤准则damagecriterion损伤演化方程damageevolutionequation损伤软化damagesoftening损伤强化damagestrengthening损伤张量damagetensor损伤阈值damagethreshold损伤变量damagevariable损伤矢量damagevector损伤区damagezone疲劳Fatigue低周疲劳lowcyclefatigue应力疲劳stressfatigue随机疲劳randomfatigue蠕变疲劳creepfatigue腐蚀疲劳corrosionfatigue疲劳损伤fatiguedamage疲劳失效fatiguefailure疲劳断裂fatiguefracture疲劳裂纹fatiguecrack疲劳寿命fatiguelife疲劳破坏fatiguerupture疲劳强度fatiguestrength疲劳辉纹fatiguestriations疲劳阈值fatiguethreshold交变载荷alternatingload交变应力alternatingstress应力幅值stressamplitude应变疲劳strainfatigue应力循环stresscycle应力比stressratio安全寿命safelife过载效应overloadingeffect循环硬化cyclichardening循环软化cyclicsoftening环境效应environmentaleffect裂纹片crackgage裂纹扩展crackgrowth,crack  Propagation裂纹萌生crackinitiation循环比cycleratio实验应力分析experimentalstress  Analysis工作[应变]片active[strain]gage基底材料backingmaterial应力计stressgage零[点]飘移zeroshift,zerodrift应变测量strainmeasurement应变计straingage应变指示器strainindicator应变花strainrosette应变灵敏度strainsensitivity机械式应变仪mechanicalstraingage直角应变花rectangularrosette引伸仪Extensometer应变遥测telemeteringofstrain横向灵敏系数transversegagefactor横向灵敏度transversesensitivity焊接式应变计weldablestraingage平衡电桥balancedbridge粘贴式应变计bondedstraingage粘贴箔式应变计bondedfoiledgage粘贴丝式应变计bondedwiregage桥路平衡bridgebalancing电容应变计capacitancestraingage补偿片compensationtechnique补偿技术compensationtechnique基准电桥referencebridge电阻应变计resistancestraingage温度自补偿应变计self-temperature  compensatinggage半导体应变计semiconductorstrain  Gage集流器slipring应变放大镜strainamplifier疲劳寿命计fatiguelifegage电感应变计inductance[strain]gage光[测]力学Photomechanics光弹性Photoelasticity光塑性Photoplasticity杨氏条纹Youngfringe双折射效应birefrigenteffect等位移线contourofequal  Displacement暗条纹darkfringe条纹倍增fringemultiplication干涉条纹interferencefringe等差线Isochromatic等倾线Isoclinic等和线isopachic应力光学定律stress-opticlaw主应力迹线Isostatic亮条纹lightfringe光程差opticalpathdifference热光弹性photo-thermo-elasticity光弹性贴片法photoelasticcoating  Method光弹性夹片法photoelasticsandwich  Method动态光弹性dynamicphoto-elasticity空间滤波spatialfiltering空间频率spatialfrequency起偏镜Polarizer反射式光弹性仪reflectionpolariscope残余双折射效应residualbirefringent  Effect应变条纹值strainfringevalue应变光学灵敏度strain-opticsensitivity应力冻结效应stressfreezingeffect应力条纹值stressfringevalue应力光图stress-opticpattern暂时双折射效应temporarybirefringent  Effect脉冲全息法pulsedholography透射式光弹性仪transmissionpolariscope实时全息干涉法real-timeholographic  interfero-metry网格法gridmethod全息光弹性法holo-photoelasticity全息图Hologram全息照相Holograph全息干涉法holographicinterferometry全息云纹法holographicmoiretechnique全息术Holography全场分析法whole-fieldanalysis散斑干涉法speckleinterferometry散斑Speckle错位散斑干涉法speckle-shearing  interferometry,shearography散斑图Specklegram白光散斑法white-lightspecklemethod云纹干涉法moireinterferometry[叠栅]云纹moirefringe[叠栅]云纹法moiremethod云纹图moirepattern离面云纹法off-planemoiremethod参考栅referencegrating试件栅specimengrating分析栅analyzergrating面内云纹法in-planemoiremethod脆性涂层法brittle-coatingmethod条带法stripcoatingmethod坐标变换transformationof  Coordinates计算结构力学computationalstructural  mecha-nics加权残量法weightedresidualmethod有限差分法finitedifferencemethod有限[单]元法finiteelementmethod配点法pointcollocation里茨法Ritzmethod广义变分原理generalizedvariational  Principle最小二乘法leastsquaremethod胡[海昌]一鹫津原理Hu-Washizuprinciple赫林格-赖斯纳原理Hellinger-Reissner  Principle修正变分原理modifiedvariational  Principle约束变分原理constrainedvariational  Principle混合法mixedmethod杂交法hybridmethod边界解法boundarysolutionmethod有限条法finitestripmethod半解析法semi-analyticalmethod协调元conformingelement非协调元non-conformingelement混合元mixedelement杂交元hybridelement边界元boundaryelement强迫边界条件forcedboundarycondition自然边界条件naturalboundarycondition离散化Discretization离散系统discretesystem连续问题continuousproblem广义位移generalizeddisplacement广义载荷generalizedload广义应变generalizedstrain广义应力generalizedstress界面变量interfacevariable节点node,nodalpoint[单]元Element角节点cornernode边节点mid-sidenode内节点internalnode无节点变量nodelessvariable杆元barelement桁架杆元trusselement梁元beamelement二维元two-dimensionalelement一维元one-dimensionalelement三维元three-dimensionalelement轴对称元axisymmetricelement板元plateelement壳元shellelement厚板元thickplateelement三角形元triangularelement四边形元quadrilateralelement四面体元tetrahedralelement曲线元curvedelement二次元quadraticelement线性元linearelement三次元cubicelement四次元quarticelement等参[数]元isoparametricelement超参数元super-parametricelement亚参数元sub-parametricelement节点数可变元variable-number-nodeelement拉格朗日元Lagrangeelement拉格朗日族Lagrangefamily巧凑边点元serendipityelement巧凑边点族serendipityfamily无限元infiniteelement单元分析elementanalysis单元特性elementcharacteristics刚度矩阵stiffnessmatrix几何矩阵geometricmatrix等效节点力equivalentnodalforce节点位移nodaldisplacement节点载荷nodalload位移矢量displacementvector载荷矢量loadvector质量矩阵massmatrix集总质量矩阵lumpedmassmatrix相容质量矩阵consistentmassmatrix阻尼矩阵dampingmatrix瑞利阻尼Rayleighdamping刚度矩阵的组集assemblyofstiffness  Matrices载荷矢量的组集consistentmassmatrix质量矩阵的组集assemblyofmassmatrices单元的组集assemblyofelements局部坐标系localcoordinatesystem局部坐标localcoordinate