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Mechanics of materials / James M. Gere, Stephen P. Timoshenko

Main Author Gere, James M. Coauthor Timoshenko, Stephen, 1878-1972 Country Estados Unidos. Edition 3rd ed Publication Boston : PWS-Kent, cop. 1990 Description XVIII, 807 p. : il. ; 25 cm ISBN 0-534-92174-4 CDU 620.17
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Item type Current location Call number Status Date due Barcode Item holds Course reserves
Monografia Biblioteca da UMinho no Campus de Azurém
BPG2 620.17 - G Available 102205

Mestrado Integrado em Engenharia Civil Resistência dos Materiais I 1º semestre

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Enhanced descriptions from Syndetics:

* Classic text emphasizes fundamental concepts and how to apply them to engineering situations.

Table of contents provided by Syndetics

  • Preface (p. xi)
  • Symbols (p. xv)
  • Greek Alphabet (p. xviii)
  • 1 Tension, Compression, and Shear (p. 1)
  • 1.1 Introduction to Mechanics of Materials (p. 1)
  • 1.2 Normal Stress and Strain (p. 3)
  • 1.3 Mechanical Properties of Materials (p. 10)
  • 1.4 Elasticity, Plasticity, and Creep (p. 20)
  • 1.5 Linear Elasticity, Hooke's Law, and Poisson's Ratio (p. 23)
  • 1.6 Shear Stress and Strain (p. 28)
  • 1.7 Allowable Stresses and Allowable Loads (p. 39)
  • 1.8 Design for Axial Loads and Direct Shear (p. 44)
  • Problems (p. 49)
  • 2 Axially Loaded Members (p. 67)
  • 2.1 Introduction (p. 67)
  • 2.2 Changes in Lengths of Axially Loaded Members (p. 68)
  • 2.3 Changes in Lengths of Nonuniform Bars (p. 77)
  • 2.4 Statically Indeterminate Structures (p. 84)
  • 2.5 Thermal Effects, Misfits, and Prestrains (p. 93)
  • 2.6 Stresses on Inclined Sections (p. 105)
  • 2.7 Strain Energy (p. 116)
  • 2.8 Impact Loading (p. 128)
  • 2.9 Repeated Loading and Fatigue (p. 137)
  • 2.10 Stress Concentrations (p. 139)
  • 2.11 Nonlinear Behavior (p. 145)
  • 2.12 Elastoplastic Analysis (p. 150)
  • Problems (p. 156)
  • 3 Torsion (p. 187)
  • 3.1 Introduction (p. 187)
  • 3.2 Torsional Deformations of a Circular Bar (p. 188)
  • 3.3 Circular Bars of Linearly Elastic Materials (p. 191)
  • 3.4 Nonuniform Torsion (p. 204)
  • 3.5 Stresses and Strains in Pure Shear (p. 212)
  • 3.6 Relationship Between Moduli of Elasticity E and G (p. 220)
  • 3.7 Transmission of Power by Circular Shafts (p. 221)
  • 3.8 Statically Indeterminate Torsional Members (p. 228)
  • 3.9 Strain Energy in Torsion and Pure Shear (p. 232)
  • 3.10 Thin-Walled Tubes (p. 240)
  • 3.11 Stress Concentrations in Torsion (p. 249)
  • Problems (p. 251)
  • 4 Shear Forces and Bending Moments (p. 271)
  • 4.1 Introduction (p. 271)
  • 4.2 Types of Beams, Loads, and Reactions (p. 271)
  • 4.3 Shear Forces and Bending Moments (p. 276)
  • 4.4 Relationships Between Loads, Shear Forces, and Bending Moments (p. 284)
  • 4.5 Shear-Force and Bending-Moment Diagrams (p. 288)
  • Problems (p. 302)
  • 5 Stresses in Beams (Basic Topics) (p. 311)
  • 5.1 Introduction (p. 311)
  • 5.2 Pure Bending and Nonuniform Bending (p. 312)
  • 5.3 Curvature of a Beam (p. 313)
  • 5.4 Longitudinal Strains in Beams (p. 314)
  • 5.5 Normal Stresses in Beams (Linearly Elastic Materials) (p. 320)
  • 5.6 Design of Beams for Bending Stresses (p. 332)
  • 5.7 Nonprismatic Beams (p. 341)
  • 5.8 Shear Stresses in Beams of Rectangular Cross Section (p. 345)
  • 5.9 Shear Stresses in Beams of Circular Cross Section (p. 354)
  • 5.10 Shear Stresses in the Webs of Beams with Flanges (p. 358)
  • 5.11 Built-Up Beams and Shear Flow (p. 366)
  • 5.12 Beams with Axial Loads (p. 370)
  • 5.13 Stress Concentrations in Bending (p. 376)
  • Problems (p. 378)
  • 6 Stresses in Beams (Advanced Topics) (p. 407)
  • 6.1 Introduction (p. 407)
  • 6.2 Composite Beams (p. 407)
  • 6.3 Transformed-Section Method (p. 417)
  • 6.4 Doubly Symmetric Beams with Inclined Loads (p. 423)
  • 6.5 Bending of Unsymmetric Beams (p. 430)
  • 6.6 The Shear-Center Concept (p. 435)
  • 6.7 Shear Stresses in Beams of Thin-Walled Open Cross Sections (p. 438)
  • 6.8 Shear Stresses in Wide-Flange Beams (p. 441)
  • 6.9 Shear Centers of Thin-Walled Open Sections (p. 445)
  • 6.10 Elastoplastic Bending (p. 454)
  • Problems (p. 464)
  • 7 Analysis of Stress and Strain (p. 479)
  • 7.1 Introduction (p. 479)
  • 7.2 Plane Stress (p. 480)
  • 7.3 Principal Stresses and Maximum Shear Stresses (p. 489)
  • 7.4 Mohr's Circle for Plane Stress (p. 498)
  • 7.5 Hooke's Law for Plane Stress (p. 514)
  • 7.6 Triaxial Stress (p. 519)
  • 7.7 Plane Strain (p. 524)
  • Problems (p. 539)
  • 8 Applications of Plane Stress (Pressure Vessels, Beams, and Combined Loadings) (p. 557)
  • 8.1 Introduction (p. 557)
  • 8.2 Spherical Pressure Vessels (p. 557)
  • 8.3 Cylindrical Pressure Vessels (p. 564)
  • 8.4 Maximum Stresses in Beams (p. 572)
  • 8.5 Combined Loadings (p. 582)
  • Problems (p. 598)
  • 9 Deflections of Beams (p. 609)
  • 9.1 Introduction (p. 609)
  • 9.2 Differential Equations of the Deflection Curve (p. 609)
  • 9.3 Deflections by Integration of the Bending-Moment Equation (p. 615)
  • 9.4 Deflections by Integration of the Shear-Force and Load Equations (p. 626)
  • 9.5 Method of Superposition (p. 632)
  • 9.6 Moment-Area Method (p. 641)
  • 9.7 Nonprismatic Beams (p. 651)
  • 9.8 Strain Energy of Bending (p. 656)
  • 9.9 Castigliano's Theorem (p. 662)
  • 9.10 Deflections Produced by Impact (p. 674)
  • 9.11 Temperature Effects (p. 676)
  • Problems (p. 678)
  • 10 Statically Indeterminate Beams (p. 697)
  • 10.1 Introduction (p. 697)
  • 10.2 Types of Statically Indeterminate Beams (p. 698)
  • 10.3 Analysis by the Differential Equations of the Deflection Curve (p. 701)
  • 10.4 Method of Superposition (p. 708)
  • 10.5 Temperature Effects (p. 721)
  • 10.6 Longitudinal Displacements at the Ends of a Beam (p. 724)
  • Problems (p. 728)
  • 11 Columns (p. 739)
  • 11.1 Introduction (p. 739)
  • 11.2 Buckling and Stability (p. 740)
  • 11.3 Columns with Pinned Ends (p. 743)
  • 11.4 Columns with Other Support Conditions (p. 755)
  • 11.5 Columns with Eccentric Axial Loads (p. 766)
  • 11.6 The Secant Formula for Columns (p. 771)
  • 11.7 Elastic and Inelastic Column Behavior (p. 777)
  • 11.8 Inelastic Buckling (p. 779)
  • 11.9 Design Formulas for Columns (p. 785)
  • Problems (p. 798)
  • 12 Review of Centroids and Moments of Inertia (p. 815)
  • 12.1 Introduction (p. 815)
  • 12.2 Centroids of Plane Areas (p. 816)
  • 12.3 Centroids of Composite Areas (p. 819)
  • 12.4 Moments of Inertia of Plane Areas (p. 822)
  • 12.5 Parallel-Axis Theorem for Moments of Inertia (p. 825)
  • 12.6 Polar Moments of Inertia (p. 828)
  • 12.7 Products of Inertia (p. 830)
  • 12.8 Rotation of Axes (p. 833)
  • 12.9 Principal Axes and Principal Moments of Inertia (p. 835)
  • Problems (p. 839)
  • References and Historical Notes (p. 845)
  • Appendix A Systems of Units and Conversion Factors (p. 853)
  • A.1 Systems of Units (p. 853)
  • A.2 SI Units (p. 854)
  • A.3 U.S. Customary Units (p. 861)
  • A.4 Temperature Units (p. 863)
  • A.5 Conversions Between Units (p. 864)
  • Appendix B Problem Solving (p. 867)
  • B.1 Types of Problems (p. 867)
  • B.2 Steps in Solving Problems (p. 868)
  • B.3 Dimensional Homogeneity (p. 869)
  • B.4 Significant Digits (p. 870)
  • B.5 Rounding of Numbers (p. 872)
  • Appendix C Mathematical Formulas (p. 873)
  • Appendix D Properties of Plane Areas (p. 877)
  • Appendix E Properties of Structural-Steel Shapes (p. 883)
  • Appendix F Properties of Structural Lumber (p. 889)
  • Appendix G Deflections and Slopes of Beams (p. 891)
  • Appendix H Properties of Materials (p. 897)
  • Answers to Problems (p. 903)
  • Name Index (p. 919)
  • Subject Index (p. 921)

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