（完整）同济大学研究生《高等混凝土结构理论》复习要点

1．Stress-straincurvesofconcreteundermonotonic,repeatedandcyclicuniaxialloadings.单轴受力时混凝土在单调、2．Creepofconcrete(linearandnonlinear)混凝土的徐变（线3．Componentsofdeformationofconcrete混凝土变形的多4．Processoffailureofconcreteunderuniaxialcompression5．Strengthindicesofconcreteandtherelationsamong6．Featuresofstress-strainenvelopecurveofconcrete7．The8．Themulti-leveltwo-phasesystemofconcrete.混凝土的多9．Therheologicalmodelofconcrete.混凝土的流变学模型。10．Influenceofstressgradientonstrengthofconcrete.应11．Tensiletestofconcreteandresult.混凝土轴心受拉试验及13．Non-objectivityofdesendingbranchofstress-straincurveofconcretesubjecttotension(gaugelengthdependency).14．Failuremodesofconcreteundermultiaxialloading.混凝15．Strengththeoriesofconcreteandtheirformsof16．Propertiesoffailuresurfaceofconcrete.混凝土破坏曲面17．Typesof3Dstress-strainrelationsofconcrete.混凝土三18．Stress-strainrelationsofrebarsunderdifferenttypesof19．Thebauschingereffectofrebars.钢筋的包兴格效应。20．Thevalleyofshearfailureofconcretebeam(Kani's21．Trussmodelofshearresistanceanditsfailuremodes.抗23．FeaturesofshearresistanceofT-beams.T形梁的抗剪特24．Shearresistanceofbeamswithvariabledepth.变高度梁25．Beamactionandarchactionofshearresistance.抗剪的26．Calculationofstressindiagonalstrutsoftrussmodelfor27．Solutionofthestaticallyindeterminatetrussinthe28．Whyshouldtheangleofinclinationofdiagonalcracks29．Compressionfanandcompressionfield.压力扇和压力场。30．B-regionandD-region.B区和D区。31．Thestrut-and-tiemodelanditscomponents.拉压杆模型32．Howtodeterminewhichstrut-and-tiemodelisbetter?33．Analysisofflexuralsectionsundergivenconditions.在34．Thecontributionoftensionflangetotheflexuralstrengthofthebeam;shearlagconcept.梁的受拉翼缘对受弯承载35．Ductilitydesignofstructures.结构的延性设计。36．Theinfluenceofconfinementbystirrupsonproperties37．Factorsinfluencingcurvatureductility.影响截面曲率延性38．Analysisofaxialcompression.轴压截面分析。39．Theapproximatemethodforstrengthcalculationbyusingtheconvexnatureoffailuresurfaces.利用破坏曲面的凸性的40．Howtodeterminetheeffectivelengthofacolumn.柱的41．Howwillthesideswayofastructureinfluencethe42．Equilibriumtorsionandcompatibilitytorsionandtheir43．Trytodeducetheexpressionforplasticultimatetorque45．Torsionalstrengthofcomplexsectionsmadeupof46．Theangleofinclinationofinitialdiagonalcrackofatorsionalmember;theangleofinclinationofcriticaldiagonalcrackofthememberattorsionalfailure.受扭构件的初始斜裂缝倾47．Thecurveofinteractionbetweenultimateshearand48．TheexpressionforshearflowinanRCrectangular49．Thecurveofinteractionbetweenultimatemomentand50．Whatarethefactorsinfluencingthebondstress51．Thedistributionofbondstressalongthelongitudinalrebarofabeambeforeitiscracked.梁开裂前粘结力沿钢筋纵向的52．Theinfluenceofthepositionofarebarinconcreteon54．Theinternalforcesinareinforcedconcreteslab.钢筋混55．Theequilibriumequationthatshouldbesatisfiedbythebendingandtwistingmomentsofaslab.板中的弯矩和扭矩应满足56．Whatistheuseoftorqueinreinforcingaslab.板中的扭57．Theboundaryconditionsatsimplysupportedboundary58．Factorsinfluencingpuncingshearstrength.影响冲切承59．Theeffectofopeningonthepuncingshearstrength.板61．Theallowablezoneofc.g.s.inastaticallydeterminate63．Theconceptofloadbalancingindesigninga64．Whatispartialprestressing?Indicatethisconceptinthemoment-curvaturediagramthroughcomparison.什么是部分预应65．Theprincipalmoment,thesecondarymomentandthecombinedmomentinaprestressedconcretestructureandthe66．Whatisthelineartransformofc.g.s.ofaprestressedconcretestructure?Ofthequantitiesofprincipalmoment,secondarymoment,combinedmoment,supportreaction,andcompressionline(C-line),whichwillchangeandwhichwillnotchangeunderthislineartransform?什么是预应力混凝土结构中预67．Theconceptofconcordanttendon.吻合钢索的概念。68．Establishingtheequilibriumequationsofarectangularflexuralsectionaftercrackingwithinthegivencoordinatesunder69．Calculationofnormalsections.正截面的计算。70．Calculationofductility.延性的计算。71．Conversionofslabinternalforcescorrespondingto72．DesignofslabaccordingtoJohanson'syieldcriterion.73．Theupper-boundandlowerboundanalys