mkix1.1COPYRIGHT DASSAULT SYSTEMES 1998 LANG = English 1 elfug_C2 elfug_C20 1215 -0.012-0.01485-0.0149-0.015-0.027-0.0277-0.0281-0.284-0.329-0.388-0.389-0.39-0.4-0.413-0.613-0.834-0.835-007-1-1.02-1.33063-1.35608-10-100-100.35-1000-10000-105.0-106.4-12-1562.3-1562.5-2-2.284-2.66-2.67-226.50-227.00-250-29.76-3-3.47213-3.47697-30-4-4.545-40e-45-5-5.60035-5.60084-5.65046-5.85e-52.7-56.8-58.5-59.8-6-60-60.1-7-83.333-8437.5-8438.14-9.81-98.00-v0.210s0.5e1.424e1.943e10-1110mm12-161d1e1n1x2-32.0685e2.38e2.5e2.872e200-201299-3182a2b2d2e2m2nd2y3d3e4-84th5.2083e5.356e5.95e500mm6m8.356eaa.cab abbassianabcdaboutaboveabsenceac acceleration accessing accordingaccountaccuracyactivate activatedacuteadaddaddsadvanced aeronauticalafnorafterahaim algorithmsallalongalsoamerican amplitudeananaloganalogyanalysisanalytic analyticalanalyzeandangleangular anisotropicanyappearsappliedapproach appropriateaprilarcareareaargyrisarm articulatedarticulated_truss.catanalysis articulationasashton assembledassembly-assembly_connection_tr6_no_smooth.catanalysis*assembly_connection_tr6_smooth.catanalysis-assembly_with_fastened_connection.catanalysis associatedat attributesauto automatic automaticallyaverageaxesaxialaxisbb-c backgroundbalanceballbarbartonbasebasedbatozbcbdbebeambeamsbecausebeforebehaviorbeingbelow benchmark benchmarksbendingbending-extension!bending_of_a_beamhe20.catanalysis"bending_of_a_beamtet10.catanalysisbetweenbiasedbladebladesblockedbodyboltbolt'sbolt_with_screw.catanalysisbolt_without_screw.catanalysisbonded)bonded_blades_compression_he8.catanalysis)bonded_blades_compression_qd8.catanalysisbothboundaryboxbraced1braced_plates_fastened_connection_qd8.catanalysis;braced_plates_fastened_connection_qd8_reference.catanalysisbrowserbuckling*buckling_straightbeam_in_plane.catanalysisbuiltbutbycc-dc1c3calculcalledcancanada cantilever2cantilever_beam_excentric_point_masses.catanalysis.cantilever_thin_square_plate_test2.catanalysis cantilevered capabilitiescapturecasecases catanalysiscatiacatpartcbcccdcentercenterscertainchchangechapchapterchapterscharacteristicscheck cinematicallycircularclampclampedclickcloseco coefficient coefficientscoilcoilingcolumn combinationcombinedcomparecomparedcompares comparisoncomplete component components composite#compositeplatethermohe8.catanalysis#compositeplatethermoqd4.catanalysis composites compression compressor computationcomputecomputedcomputer concentratedconcrete conditionsconf configuration connection connectionsconsistsconstant constrained constraint constraintscontactcontacts containedcontainscontext conventions convergence coordinate coordinatescore corporation correspond correspondingcouncilcountercouplingcoxpcreatecreatedcreatingcriticalcross curvaturecurvedcuttingcylinder cylinders cylindrical(cylindrical_roof_qd8_15nodes.catanalysisdd-ad.jd1dadampingdatadata_mapping_thermo.catanalysisdavisdawswelldbdddedeep(deep_simply_supported_solid_beam.catpart0deep_simply_supported_solid_beam_he8.catanalysisdefinedefineddeformeddegdegreesdensitydepends derivativedes description descriptionsdesign determine developmentsdfdgdhattdialogdiameter difference different differential direction directionsdiscdiscrete displacement displacements distinctive distorted distortion distributed distributiondivideddodocument documentsdoesn'tdouble double-clickdoublecross.catanalysisdoublydownerduedynamicee1261each eccentricedgeedgeseditededitionefeffecteffectsefforteigeneighteitherélelasticelement elementaryelementselfinielfug elongationendendsenergyeng engineering enhancementsenterentire environmentequalequalsequation equivalenterrorerrorsest establishmenteteuler-bernoullievaluateexactexist expansion experiment experimentalext extensionexternal extremities extremityextrudeffacefacesfactorfactorsfastenedfeaturesfebruaryfennerfieldfilterfinalfindfindingfinisfinitefirstfitfivefixedflexuralfligefmdfmsfolderfollow followingforforceforcedforcesformedformulafourframesfree&free_thin_square_plate_qd4.catanalysis0free_vibrations_compressor_blade_qd8.catanalysis4free_vibrations_simply_thin_square_plate.catanalysisfreedom frequencies frequencyfromfull fundamentalfxfyfzgg.a.og.mgas gatheringgdygeneralgenerate generativegeometrygetgettinggfgivengivesglasgowglobalgpagpsgradientgravity graw-hillgridgroupguideguideshhalfhandbookharderharmonicMharmonic_forced_vibration_of_a_simply_supported_thin_square_plate.catanalysis1harmonic_forced_vibrations_plane_grid.catanalysishavehehe20he8height hemisphere hemispherical>hemispherical_shell_concentrated_loads_13nodes_qd8.catanalysis>hemispherical_shell_concentrated_loads_13nodes_tr6.catanalysishenceherehermès hexahedronhollowhoodhood'shzii.eiconijnme illustrateimageimagesimportedimposedinin-plane inclinationinclinedincludes incompleteindexindicate indicatedinertia infinitely inflection informationinfrastructureinnerinsertinserted instability instituteintinternalintoinwardipe irregularis iso-static isotropic&isotropic_biased_plate_qd4.catanalysisititsixiyizjj.hj.ljacobianjejointjointsjonesjournaljsvkk.skdegkgkg_mkirchoffknowlesknownll.s.dl1l2 laminatedlaminated_plates.catanalysislanczoslateral-lateral_buckling_rectangular_beam.catanalysislayerlayersle11learnlengthletslewislicenseslikelimitlinberglindberglinelinearlistlistedloloadloadingloadslocal localizationlocatedlocationlockinglong longitudinallowerlowestltmm.dm.vm1m2macmade magnitudemainlymajormappingmassmassesmaterial materialsmatricesmatrixmaxmaximalmaximummaymcmeanmeansmech mechanical mechanicsmembranementsmeshmesh.1meshermeshesmeshingmethodmethodsmiddleminormisesmmmnmodal/modal_analysis_beam_with_axial_load.catanalysismodemodelmodeled modélisationmodelsmodesmodulusmomentmoremorleymorley's&morley_60degree_tr6_7nodes.catanalysis'morley_80degree_qd8_13nodes.catanalysismostmotionmpamultiplemustmxmymznn.cn.mn_mnafemsnafems-glasgownarrownatnationalnaturalncneal necessaryneedneedednew newsletternmnonodesnon non-constant non-isotropic non-locking non-symmetricnormal normalizednotnovembernullnumbernumbersoøobtainobtainedocofohioolsonononeonlineonlyopenopposedoptionororder orientationorigin orthotropic(orthotropic_analog_plate_qd4.catanalysis!orthotropic_laminates.catanalysisotheroutout-of out-of-planeouteroutputoutwardoveroverviewownoxfordpp.14p.15p.16p.17p.19p.21p.3-20p.341p.386p1p2p270p30p40p85papagepar parabolic parametersparispartpartial participated particularpartspeak pentahedronper percentage percentagesperform performedpergamonperiodic periodicityperiodicity_full.catanalysisperiodicity_partial.catanalysispiercedpinched(pinched_cylinder_17nodes_qd8.catanalysisplanarplaneplateplatesplaypleaseplypointpoints poisson'sponctualpositionpp pp.116-117 pp.198-199pp.26-27pp.3-20 pp124-125 pp182-183 pp188-189 pp192-193 pp216-217 pp234-235 pp250-254 pp333-343 pp355-358 pp438-452 pp539-561 predefinepreload preloading prescribedpresent presentedpresentspressingpressure previously principalproblemproblems procedureproceedproduct progicielsprogram prologiciels propertiespropertyproposedprovides publishingpunctualpurposepypzqq1qd4qd8 quadrangle quadrangularqualityquantityquarterrr.hr.lr.tr.wr002r1r2r3radradialradiusratiorazzaque reactionsreadreadingrealizedreasons recommend recommended rectangularrefer reference refinementsregularrelativereleasereleasedremoverepeatedreplacereportrequiredresearchrespectresponse restraint restraintsresultresultsretrieverigidrigidityrobertroofrootsrotaryrotationrotationloadinghe8.catanalysisrotationloadingqd4.catanalysis rotationsrxryrzss.psamesamplesamplessandwich scenarios scordelis scordelis-loscrewscrewssecondsectionsectionsseesegmentselectself-balancingself_balancing.catanalysissemi-analytical sensitivitysensorsensorsseriessetseveralsfmshallowshapeshapesshearshearingsheetsshellshellsshiftshownsidesimplesimplysimply-supported0simply_supported_sandwich_plate_he20.catanalysis/simply_supported_sandwich_plate_tr6.catanalysis&simplysupported_thick_beam.catanalysis*simplysupportedplate11nodesqd8.catanalysissinsixsizesizesskewslenderslenderbeamvariable.catanalysissmooth smoothingsmoothly-connectedsosolidsolution solutionssolvesolversomespacespacestructure.catanalysis specially specificationspecifications specifiedsphere-temperaturespring spring-massspring_1d.catanalysisspring_3d.catanalysisspringssquaressllstackstandardstaticstep stiffnessstraightstraight_beam.catanalysisstraight_beam.catpartstrainsstressstresses structrues structural structure structuresstudiesstudysubject submittedsupport supportedsupports suppressionssurfacesweep symmetric symmetricalsymmetrysystemtt1t2t3tabletablestaketangenttapertaskste10te4 technique temperaturetensortermstesttests tetrahedronththanthanksthetheirthemthen theoreticaltheorythere thereforethermal+thermal_expansion_of_a_beamhe20.catanalysis+thermal_expansion_of_a_beamte10.catanalysisthermothesethickthick_beam_qd8.catanalysisthick_cylinder_he20.catanalysisthick_cylinder_te10.catanalysis thicknessthinthin_arc_combined.catanalysisthin_arc_total.catanalysisthin_u_beam.catanalysisthirdthisthreethroughthus tighteningtime timoshenkototoolbartoolstoptorsion torsional torsionnaltr3tr6traction transient3transient_dynamic_response_beam_inertia.catanalysisNtransient_forced_vibration_of_a_simply_supported_thin_square_plate.catanalysis1transient_response_spring_mass_system.catanalysis translation translational transmitted transversal transversetraversetreetriangle triangulartrussturnstwisttwistedtwisted_beam_te10.catanalysistwisted_beam_tr6.catanalysistwistedbeamwe15.catanalysistwotxtytypetypestzuu-beamundampedunderuniaxialunloadedupperuseuseduseruser's user-definedusesusingusuallyvvalidvalidate validates validationvalidityvaluevaluesvariablevariousvaryingvectorvector.1vectorsvelocity verificationversionverticalveryvia vibration vibrationsviewvirtual visualization visualizevolvol.1vol.2volumevonwwewe15we6weightwelcomeweldedwhat'swhenwherewhichwholewidthwillwirewithwithinwithoutwoinowsky-krigerwords workbenchworkshopwpafbwtxx-displacementx-displacementsxxxzyyorkyouyoungyouryzz z-directionzb zienkiewickzzonezz