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008 | 000308s2001 caua b 001 0 eng d | ||
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_aDLC _beng _erda _cDLC _dUBA _dBTCTA _dLVB _dYDXCP _dIG# _dDEBBG _dEXW _dATU |
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042 | _apcc | ||
050 | 0 | 0 |
_aTA405 _b.G44 2001 |
082 | 0 | 0 |
_a624.171 _221 |
100 | 1 |
_aGere, James M., _eauthor. _91029624 |
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245 | 1 | 0 |
_aMechanics of materials / _cJames M. Gere. |
250 | _aFifth edition. | ||
264 | 1 |
_aPacific Grove, CA : _bBrooks/Cole, _c[2001] |
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264 | 4 | _c©2001 | |
300 |
_axviii, 926 pages : _billustrations (some colour) ; _c25 cm |
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336 |
_atext _btxt _2rdacontent |
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337 |
_aunmediated _bn _2rdamedia |
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338 |
_avolume _bnc _2rdacarrier |
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504 | _aIncludes bibliographical references and index. | ||
505 | 0 | 0 |
_g1. _tTENSION, COMPRESSION, AND SHEAR Introduction to Mechanics of Materials -- _tNormal Stress and Strain -- _tMechanical Properties of Materials -- _tElasticity, Plasticity, and Creep -- _tLinear Elasticity, Hooke''s Law, and Poisson''s Ratio -- _tShear Stress and Strain -- _tAllowable Stresses and Allowable Loads -- _tDesign for Axial Loads and Direct Shear -- _tProblems -- _g2. _tAXIALLY LOADED MEMBERS Introduction -- _tChanges in Lengths of Axially Loaded Members -- _tChanges in Lengths of Nonuniform Bars -- _tStatically Indeterminate Structures -- _tThermal Effects, Misfits, and Prestrains -- _tStresses on Inclined Sections -- _tStrain Energy -- _tImpact Loading -- _tRepeated Loading and Fatigue -- _tStress Concentrations -- _tNonlinear Behavior -- _tElastoplastic Analysis -- _tProblems -- _g3. _tTORSION Introduction -- _tTorsional Deformations of a Circular Bar -- _tCircular Bars of Linearly Elastic Materials -- _tNonuniform Torsion -- _tStresses and Strains in Pure Shear -- _tRelationship Between Moduli of Elasticity E and G -- _tTransmission of Power by Circular Shafts -- _tStatically Indeterminate Torsional Members -- _tStrain Energy in Torsion and Pure Shear -- _tThin-Walled Tubes -- _tStress Concentrations in Torsion -- _tProblems -- _g4. _tSHEAR FORCES AND BENDING MOMENTS Introduction -- _tTypes of Beams, Loads, and Reactions -- _tShear Forces and Bending Moments -- _tRelationships Between Loads, Shear Forces, and Bending Moments -- _tShear-Force and Bending-Moment Diagrams -- _tProblems -- _g5. _tSTRESSES IN BEAMS (BASIC TOPICS) Introduction -- _tPure Bending and Nonuniform Bending -- _tCurvature of a Beam -- _tLongitudinal Strains in Beams -- _tNormal Stresses in Beams (Linearly Elastic Materials) -- _tDesign of Beams for Bending Stresses -- _tNonprismatic Beams -- _tShear Stresses in Beams of RectangularCross Section -- _tShear Stresses in Beams of Circular Cross Section -- _tShear Stresses in the Webs of Beams with Flanges -- _tBuilt-Up Beams and Shear Flow -- _tBeams with Axial Loads -- _tStress Concentrations in Bending -- _tProblems -- _g6. _tSTRESSES IN BEAMS (ADVANCED TOPICS) Introduction -- _tComposite Beams -- _tTransformed-Section Method -- _tDoubly Symmetric Beams with Inclined Loads -- _tBending of Unsymmetric Beams -- _tThe Shear-Center Concept -- _tShear Stresses in Beams of Thin-Walled Open Cross Sections -- _tShear Stresses in Wide-Flange Beams -- _tShear Centers of Thin-Walled Open Sections -- _tElastoplastic Bending -- _tProblems -- _g7. _tANALYSIS OF STRESS AND STRAIN Introduction -- _tPlane Stress -- _tPrincipal Stress and Maximum Shear Stresses -- _tMohr''s Circle for Plane Stress -- _tHooke''s Law for Plane Stress -- _tTriaxial Stress -- _tPlane Strain -- _tProblems -- _g8. _tAPPLICATIONS OF PLANE STRESS (PRESSURE VESSELS, BEAMS, AND COMBINED LOADINGS) Introduction -- _tSpherical Pressure Vessels -- _tCylindrical Pressure Vessels -- _tMaximum Stresses in Beams -- _tCombined Loadings -- _tProblems -- _g9. _tDEFLECTIONS OF BEAMS Introduction -- _tDifferential Equations of the Deflection Curve -- _tDeflections by Integration of the Bending-Moment Equation -- _tDeflections by Integration of the Shear-Force and Load Equations -- _tMethod of Superposition -- _tMoment-Area Method -- _tNonprismatic Beams -- _tStrain Energy of Bending -- _tCastigliano''s Theorem -- _tDeflections Produced by Impact -- _tTemperature Effects -- _tProblems -- _g10. _tSTATISTICALLY INDETERMINATE BEAMS Introduction -- _tTypes of Statistically Indeterminate Beams -- _tAnalysis by the Differential Equations of the Deflection Curve -- _tMethod of Superposition -- _tTemperature Effects -- _tLongitudinal Displacements at the Ends of a Beam -- _tProblems -- _g11. _tCOLUMNS Introduction -- _tBuckling and Stability -- _tColumns with Pinned Ends -- _tColumns with Other Support Conditions -- _tColumns with Eccentric Axial Loads -- _tThe Secant Formula for Columns -- _tElastic and Inelastic Column Behavior -- _tInelastic Buckling -- _tDesign Formulas for Columns -- _tProblems -- _g12. _tREVIEW OF CENTROIDS AND MOMENTS OF INERTIA Introduction -- _tCentroids of Plane Areas -- _tCentroids of Composite Areas -- _tMoments of Inertia of Plane Areas -- _tParallel-Axis Theorem for Moments of Inertia -- _tPolar Moments of Inertia -- _tProducts of Inertia -- _tRotation of Axes -- _tPrincipal Axes and Principal Moments of Inertia -- _tProblems -- _tReferences and Historical Notes -- _gAppendix A. _tSystems of Units and Conversion Factors -- _gAppendix B. _tProblem Solving -- _gAppendix C. _tMathematical Formulas -- _gAppendix D. _tProperties of Plane Areas -- _gAppendix E. _tProperties of Structural-Steel Shapes -- _gAppendix F. _tProperties of Structural Lumber -- _gAppendix G. _tDeflections and Slopes of Beams -- _gAppendix H. _tProperties of Materials. |
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