| LEADER 00000nam 2200000uu 4500 |
| 001 13399114434 |
| 003 ULIBM |
| 008 140110s||||||||th 000 0 tha d |
| 020 ^a9780071314398 |
| 020 ^a0071314393 |
| 082 00 ^a620.1 ^bBM |
| 100 0 Ferdinand Beer |
| 245 00 ^aMechanics of materials /^cFerdinand Beer ... [et al.] |
| 250 ^a6th ed |
| 260 ^aNew York :^bMcGraw-Hill,^cc2012 |
| 300 ^a1 v. (various pagings) :^bcol. ill. ;^c27 cm |
| 504 ^aIncludes bibliographical references and index |
| 505 00 ^a^gMachine generated contents note:^g1.^tIntroduction --Concept of Stress --^g1.1.^tIntroduction --^g1.2.^tA ShortReview of the Methods of Statics --^g1.3.^tStresses in theMembers of a Structure --^g1.4.^tAnalysis and Design --^g1.5.^tAxial Loading; Normal Stress --^g1.6.^tShearingStress --^g1.7.^tBearing Stress in Connections --^g1.8.^tApplication to the Analysis and Design of SimpleStructures --^g1.9.^tMethod of Problem Solution --^g1.10.^tNumerical Accuracy --^g1.11.^tStress on an Oblique Planeunder Axial Loading --^g1.12.^tStress under GeneralLoading Conditions; Components of Stress --^g1.13.^tDesignConsiderations --^tReview and Summary for Chapter 1 --^g2.^tStress and Strain -- Axial Loading --^g2.1.^tIntroduction --^g2.2.^tNormal Strain under Axial Loading--^g2.3.^tStress-Strain Diagram --^g2.4.^tTrue Stress andTrue Strain --^g2.5.^tHooke^'s Law; Modulus of Elasticity --^g2.6.^tElastic versus Plastic Behavior of a Material --^g2.7.^tRepeated Loadings; Fatigue |
| 505 00 ^a^g2.8.^tDeformations of Members under Axial Loading --^g2.9.^tStatically Indeterminate Problems --^g2.10.^tProblems Involving Temperature Changes --^g2.11.^tPoisson^'s Ratio --^g2.12.^tMultiaxial Loading;Generalized Hooke^'s Law --^g2.13.^tDilatation; BulkModulus --^g2.14.^tShearing Strain --^g2.15.^tFurtherDiscussion of Deformations under Axial Loading; Relationamong E, v, and G --^g2.16.^tStress-Strain Relationshipsfor Fiber-Reinforced Composite Materials --^g2.17.^tStressand Strain Distribution under Axial Loading; Saint-Venant^'s Principle --^g2.18.^tStress Concentrations --^g2.19.^tPlastic Deformations --^g2.20.^tResidual Stresses--^tReview and Summary for Chapter 2 --^g3.^tTorsion --^g3.1.^tIntroduction --^g3.2.^tPreliminary Discussion ofthe Stresses in a Shaft --^g3.3.^tDeformations in aCircular Shaft --^g3.4.^tStresses in the Elastic Range --^g3.5.^tAngle of Twist in the Elastic Range --^g3.6.^tStatically Indeterminate Shafts --^g3.7.^tDesign ofTransmission Shafts --^g3.8.^tStress Concentrations inCircular Shafts |
| 505 00 ^a^g3.9.^tPlastic Deformations in Circular Shafts --^g3.10.^tCircular Shafts Made of an Elastoplastic Material --^g3.11.^tResidual Stresses in Circular Shafts --^g3.12.^tTorsion of Noncircular Members --^g3.13.^tThin-WalledHollow Shafts --^tReview and Summary for Chapter 3 --^g4.^tPure Bending --^g4.1.^tIntroduction --^g4.2.^tSymmetricMember in Pure Bending --^g4.3.^tDeformations in aSymmetric Member in Pure Bending --^g4.4.^tStresses andDeformations in the Elastic Range --^g4.5.^tDeformationsin a Transverse Cross Section --^g4.6.^tBending of MembersMade of Several Materials --^g4.7.^tStress Concentrations--^g4.8.^tPlastic Deformations --^g4.9.^tMembers Made ofan Elastoplastic Material --^g4.10.^tPlastic Deformationsof Members with a Single Plane of Symmetry --^g4.11.^tResidual Stresses --^g4.12.^tEccentric Axial Loading ina Plane of Symmetry --^g4.13.^tUnsymmetric Bending --^g4.14.^tGeneral Case of Eccentric Axial Loading --^g4.15.^tBending of Curved Members --^tReview and Summary forChapter 4 --^g5.^tAnalysis and Design of Beams for Bending |
| 505 00 ^a^g5.1.^tIntroduction --^g5.2.^tShear and Bending-MomentDiagrams --^g5.3.^tRelations among Load, Shear, andBending Moment --^g5.4.^tDesign of Prismatic Beams forBending --^g5.5.^tUsing Singularity Functions to DetermineShear and Bending Moment in a Beam --^g5.6.^tNonprismaticBeams --^tReview and Summary for Chapter 5 --^g6.^tShearing Stresses In Beams and Thin-Walled Members --^g6.1.^tIntroduction --^g6.2.^tShear on the HorizontalFace of a Beam Element --^g6.3.^tDetermination of theShearing Stresses in a Beam --^g6.4.^tShearing Stresses τxy in Common Types of Beams --^g6.5.^tFurtherDiscussion of the Distribution of Stresses in a NarrowRectangular Beam --^g6.6.^tLongitudinal Shear on a BeamElement of Arbitrary Shape --^g6.7.^tShearing Stresses inThin-Walled Members --^g6.8.^tPlastic Deformations --^g6.9.^tUnsymmetric Loading of Thin-Walled Members; ShearCenter --^tReview and Summary For Chapter 6 --^g7.^tTransformations of Stress and Strain --^g7.1.^tIntroduction --^g7.2.^tTransformation of Plane Stress --^g7.3.^tPrincipal Stresses^'. Maximum Shearing Stress |
| 505 00 ^a^g7.4.^tMohr^'s Circle for Plane Stress --^g7.5.^tGeneralState of Stress --^g7.6.^tApplication of Mohr^'s Circle tothe Three-Dimensional Analysis of Stress --^g7.7.^tYieldCriteria for Ductile Materials under Plane Stress --^g7.8.^tFracture Criteria for Brittle Materials under PlaneStress --^g7.9.^tStresses in Thin-Walled Pressure Vessels--^g7.10.^tTransformation of Plane Strain --^g7.11.^tMohr^'s Circle for Plane Strain --^g7.12.^tThree-Dimensional Analysis of Strain --^g7.13.^tMeasurements ofStrain; Strain Rosette --^tReview and Summary for Chapter7 --^g8.^tPrincipal Stresses under a Given Loading --^g8.1.^tIntroduction --^g8.2.^tPrincipal Stresses in aBeam --^g8.3.^tDesign of Transmission Shafts --^g8.4.^tStresses under Combined Loadings --^tReview and Summaryfor Chapter 8 --^g9.^tDeflection of Beams --^g9.1.^tIntroduction --^g9.2.^tDeformation of a Beam underTransverse Loading --^g9.3.^tEquation of the Elastic Curve--^g9.4.^tDirect Determination of the Elastic Curve fromthe Load Distribution --^g9.5.^tStatically IndeterminateBeams |
| 505 00 ^a^g9.6.^tUsing Singularity Functions to Determine the Slopeand Deflection of a Beam --^g9.7.^tMethod of Superposition--^g9.8.^tApplication of Superposition to StaticallyIndeterminate Beams --^g9.9.^tMoment-Area Theorems --^g9.10.^tApplication to Cantilever Beams and Beams withSymmetric Loadings --^g9.11.^tBending-Moment Diagrams byParts --^g9.12.^tApplication of Moment-Area Theorems toBeams with Unsymmetric Loadings --^g9.13.^tMaximumDeflection --^g9.14.^tUse of Moment-Area Theorems withStatically Indeterminate Beams --^tReview and Summary forChapter 9 --^g10.^tColumns --^g10.1.^tIntroduction --^g10.2.^tStability of Structures --^g10.3.^tEuler^'sFormula for Pin-Ended Columns --^g10.4.^tExtension ofEuler^'s Formula to Columns with Other End Conditions --^g10.5.^tEccentric Loading; the Secant Formula --^g10.6.^tDesign of Columns under a Centric Load --^g10.7.^tDesignof Columns under an Eccentric Load --^tReview and Summaryfor Chapter 10 --^g11.^tEnergy Methods --^g11.1.^tIntroduction --^g11.2.^tStrain Energy |
| 505 00 ^a^g11.3.^tStrain-Energy Density --^g11.4.^tElastic StrainEnergy for Normal Stresses --^g11.5.^tElastic StrainEnergy for Shearing Stresses --^g11.6.^tStrain Energy fora General State of Stress --^g11.7.^tImpact Loading --^g11.8.^tDesign for Impact Loads --^g11.9.^tWork andEnergy under a Single Load --^g11.10.^tDeflection under aSingle Load by the Work-Energy Method --^g11.11.^tWork andEnergy under Several Loads --^g11.12.^tCastigliano^'sTheorem --^g11.13.^tDeflections by Castigliano^'s Theorem --^g11.14.^tStatically Indeterminate Structures --^tReviewand Summary for Chapter 11 --^tAppendices --^gA.^tMomentsof Areas --^gB.^tTypical Properties of Selected MaterialsUsed in Engineering --^gC.^tProperties of Rolled-SteelShapes --^gD.^tBeam Deflections and Slopes --^gE.^tFundamentals of Engineering Examination |
| 650 0 ^aStrength of materials^vTextbooks |
| 650 0 ^aMechanics of materials |
| 650 0 ^aMechanics |
| 650 0 ^amaterials |
| 700 1 ^aBeer, Ferdinand P.^q(Ferdinand Pierre),^d1915-2003 |
| 945 ^aci3ug^bb5209492^ci57046052^sN |
| 945 ^aws3ug^bb3705031^ci64003189^o1^sN |
| 999 ^aเกศรินทร์ ภูผานี |
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