（完整）同濟大學(xué)研究生《高等混凝土結(jié)構(gòu)理論》復(fù)習(xí)要點

1．Stress-straincurvesofconcreteundermonotonic,repeatedandcyclicuniaxialloadings.單軸受力時混凝土在單調(diào)、2．Creepofconcrete(linearandnonlinear)混凝土的徐變（線3．Componentsofdeformationofconcrete混凝土變形的多4．Processoffailureofconcreteunderuniaxialcompression5．Strengthindicesofconcreteandtherelationsamong6．Featuresofstress-strainenvelopecurveofconcrete7．The8．Themulti-leveltwo-phasesystemofconcrete.混凝土的多9．Therheologicalmodelofconcrete.混凝土的流變學(xué)模型。10．Influenceofstressgradientonstrengthofconcrete.應(yīng)11．Tensiletestofconcreteandresult.混凝土軸心受拉試驗及13．Non-objectivityofdesendingbranchofstress-straincurveofconcretesubjecttotension(gaugelengthdependency).14．Failuremodesofconcreteundermultiaxialloading.混凝15．Strengththeoriesofconcreteandtheirformsof16．Propertiesoffailuresurfaceofconcrete.混凝土破壞曲面17．Typesof3Dstress-strainrelationsofconcrete.混凝土三18．Stress-strainrelationsofrebarsunderdifferenttypesof19．Thebauschingereffectofrebars.鋼筋的包興格效應(yīng)。20．Thevalleyofshearfailureofconcretebeam(Kani's21．Trussmodelofshearresistanceanditsfailuremodes.抗23．FeaturesofshearresistanceofT-beams.T形梁的抗剪特24．Shearresistanceofbeamswithvariabledepth.變高度梁25．Beamactionandarchactionofshearresistance.抗剪的26．Calculationofstressindiagonalstrutsoftrussmodelfor27．Solutionofthestaticallyindeterminatetrussinthe28．Whyshouldtheangleofinclinationofdiagonalcracks29．Compressionfanandcompressionfield.壓力扇和壓力場。30．B-regionandD-region.B區(qū)和D區(qū)。31．Thestrut-and-tiemodelanditscomponents.拉壓桿模型32．Howtodeterminewhichstrut-and-tiemodelisbetter?33．Analysisofflexuralsectionsundergivenconditions.在34．Thecontributionoftensionflangetotheflexuralstrengthofthebeam;shearlagconcept.梁的受拉翼緣對受彎承載35．Ductilitydesignofstructures.結(jié)構(gòu)的延性設(shè)計。36．Theinfluenceofconfinementbystirrupsonproperties37．Factorsinfluencingcurvatureductility.影響截面曲率延性38．Analysisofaxialcompression.軸壓截面分析。39．Theapproximatemethodforstrengthcalculationbyusingtheconvexnatureoffailuresurfaces.利用破壞曲面的凸性的40．Howtodeterminetheeffectivelengthofacolumn.柱的41．Howwillthesideswayofastructureinfluencethe42．Equilibriumtorsionandcompatibilitytorsionandtheir43．Trytodeducetheexpressionforplasticultimatetorque45．Torsionalstrengthofcomplexsectionsmadeupof46．Theangleofinclinationofinitialdiagonalcrackofatorsionalmember;theangleofinclinationofcriticaldiagonalcrackofthememberattorsionalfailure.受扭構(gòu)件的初始斜裂縫傾47．Thecurveofinteractionbetweenultimateshearand48．TheexpressionforshearflowinanRCrectangular49．Thecurveofinteractionbetweenultimatemomentand50．Whatarethefactorsinfluencingthebondstress51．Thedistributionofbondstressalongthelongitudinalrebarofabeambeforeitiscracked.梁開裂前粘結(jié)力沿鋼筋縱向的52．Theinfluenceofthepositionofarebarinconcreteon54．Theinternalforcesinareinforcedconcreteslab.鋼筋混55．Theequilibriumequationthatshouldbesatisfiedbythebendingandtwistingmomentsofaslab.板中的彎矩和扭矩應(yīng)滿足56．Whatistheuseoftorqueinreinforcingaslab.板中的扭57．Theboundaryconditionsatsimplysupportedboundary58．Factorsinfluencingpuncingshearstrength.影響沖切承59．Theeffectofopeningonthepuncingshearstrength.板61．Theallowablezoneofc.g.s.inastaticallydeterminate63．Theconceptofloadbalancingindesigninga64．Whatispartialprestressing?Indicatethisconceptinthemoment-curvaturediagramthroughcomparison.什么是部分預(yù)應(yīng)65．Theprincipalmoment,thesecondarymomentandthecombinedmomentinaprestressedconcretestructureandthe66．Whatisthelineartransformofc.g.s.ofaprestressedconcretestructure?Ofthequantitiesofprincipalmoment,secondarymoment,combinedmoment,supportreaction,andcompressionline(C-line),whichwillchangeandwhichwillnotchangeunderthislineartransform?什么是預(yù)應(yīng)力混凝土結(jié)構(gòu)中預(yù)67．Theconceptofconcordanttendon.吻合鋼索的概念。68．Establishingtheequilibriumequationsofarectangularflexuralsectionaftercrackingwithinthegivencoordinatesunder69．Calculationofnormalsections.正截面的計算。70．Calculationofductility.延性的計算。71．Conversionofslabinternalforcescorrespondingto72．DesignofslabaccordingtoJohanson'syieldcriterion.73．Theupper-boundandlowerboundanalys