{"product_id":"advanced-mechanics-of-materials-isbn-9780471438816","title":"Advanced Mechanics of Materials","description":"\u003cp\u003eBuilding on the success of five previous editions, this new sixth edition continues to present a unified approach to the study of the behavior of structural members and the development of design and failure criteria. The text treats each type of structural member in sufficient detail so that the resulting solutions are directly applicable to real-world problems. New examples for various types of member and a large number of new problems are included.  To facilitate the transition from elementary mechanics of materials to advanced topics, a review of the elements of mechanics of materials is presented along with appropriate examples and problems. \u003c\/p\u003e \u003cp\u003e\u003cb\u003eCHAPTER 1 INTRODUCTION 1\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e1.1 Review of Elementary Mechanics of Materials 1\u003c\/p\u003e \u003cp\u003e1.2 Methods of Analysis 5\u003c\/p\u003e \u003cp\u003e1.3 Stress–Strain Relations 8\u003c\/p\u003e \u003cp\u003e1.4 Failure and Limits on Design 16\u003c\/p\u003e \u003cp\u003eProblems 22\u003c\/p\u003e \u003cp\u003eReferences 24\u003c\/p\u003e \u003cp\u003e\u003cb\u003eCHAPTER 2 THEORIES OF STRESS AND STRAIN 25\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e2.1 Definition of Stress at a Point 25\u003c\/p\u003e \u003cp\u003e2.2 Stress Notation 26\u003c\/p\u003e \u003cp\u003e2.3 Symmetry of the Stress Array and Stress on an Arbitrarily Oriented Plane 28\u003c\/p\u003e \u003cp\u003e2.4 Transformation of Stress, Principal Stresses, and Other Properties 31\u003c\/p\u003e \u003cp\u003e2.5 Differential Equations of Motion of a Deformable Body 50\u003c\/p\u003e \u003cp\u003e2.6 Deformation of a Deformable Body 54\u003c\/p\u003e \u003cp\u003e2.7 Strain Theory, Transformation of Strain, and Principal Strains 55\u003c\/p\u003e \u003cp\u003e2.8 Small-Displacement Theory 61\u003c\/p\u003e \u003cp\u003e2.9 Strain Measurement and Strain Rosettes 70\u003c\/p\u003e \u003cp\u003eProblems 72\u003c\/p\u003e \u003cp\u003eReferences 78\u003c\/p\u003e \u003cp\u003e\u003cb\u003eCHAPTER 3 LINEAR STRESS–STRAIN–TEMPERATURE RELATIONS 79\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e3.1 First Law of Thermodynamics, Internal-Energy Density, and Complementary Internal-Energy Density 79\u003c\/p\u003e \u003cp\u003e3.2 Hooke’s Law: Anisotropic Elasticity 84\u003c\/p\u003e \u003cp\u003e3.3 Hooke’s Law: Isotropic Elasticity 85\u003c\/p\u003e \u003cp\u003e3.4 Equations of Thermoelasticity for Isotropic Materials 91\u003c\/p\u003e \u003cp\u003e3.5 Hooke’s Law: Orthotropic Materials 93\u003c\/p\u003e \u003cp\u003eProblems 101\u003c\/p\u003e \u003cp\u003eReferences 103\u003c\/p\u003e \u003cp\u003e\u003cb\u003eCHAPTER 4 INELASTIC MATERIAL BEHAVIOR 104\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e4.1 Limitations on the Use of Uniaxial Stress–Strain Data 104\u003c\/p\u003e \u003cp\u003e4.2 Nonlinear Material Response 107\u003c\/p\u003e \u003cp\u003e4.3 Yield Criteria: General Concepts 113\u003c\/p\u003e \u003cp\u003e4.4 Yielding of Ductile Metals 117\u003c\/p\u003e \u003cp\u003e4.5 Alternative Yield Criteria 126\u003c\/p\u003e \u003cp\u003e4.6 General Yielding 129\u003c\/p\u003e \u003cp\u003eProblems 142\u003c\/p\u003e \u003cp\u003eReferences 146\u003c\/p\u003e \u003cp\u003e\u003cb\u003eCHAPTER 5 APPLICATIONS OF ENERGY METHODS 147\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e5.1 Principle of Stationary Potential Energy 147\u003c\/p\u003e \u003cp\u003e5.2 Castigliano’s Theorem on Deflections 152\u003c\/p\u003e \u003cp\u003e5.3 Castigliano’s Theorem on Deflections for Linear Load–Deflection Relations 155\u003c\/p\u003e \u003cp\u003e5.4 Deflections of Statically Determinate Structures 163\u003c\/p\u003e \u003cp\u003e5.5 Statically Indeterminate Structures 177\u003c\/p\u003e \u003cp\u003eProblems 187\u003c\/p\u003e \u003cp\u003eReferences 199\u003c\/p\u003e \u003cp\u003e\u003cb\u003eCHAPTER 6 TORSION 200\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e6.1 Torsion of a Prismatic Bar of Circular Cross Section 200\u003c\/p\u003e \u003cp\u003e6.2 Saint-Venant’s Semiinverse Method 209\u003c\/p\u003e \u003cp\u003e6.3 Linear Elastic Solution 213\u003c\/p\u003e \u003cp\u003e6.4 The Prandtl Elastic-Membrane (Soap-Film) Analogy 216\u003c\/p\u003e \u003cp\u003e6.5 Narrow Rectangular Cross Section 219\u003c\/p\u003e \u003cp\u003e6.6 Torsion of Rectangular Cross Section Members 222\u003c\/p\u003e \u003cp\u003e6.7 Hollow Thin-Wall Torsion Members and Multiply Connected Cross Sections 228\u003c\/p\u003e \u003cp\u003e6.8 Thin-Wall Torsion Members with Restrained Ends 234\u003c\/p\u003e \u003cp\u003e6.9 Numerical Solution of the Torsion Problem 239\u003c\/p\u003e \u003cp\u003e6.10 Inelastic Torsion: Circular Cross Sections 243\u003c\/p\u003e \u003cp\u003e6.11 Fully Plastic Torsion: General Cross Sections 250\u003c\/p\u003e \u003cp\u003eProblems 254\u003c\/p\u003e \u003cp\u003eReferences 262\u003c\/p\u003e \u003cp\u003e\u003cb\u003eCHAPTER 7 BENDING OF STRAIGHT BEAMS 263\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e7.1 Fundamentals of Beam Bending 263\u003c\/p\u003e \u003cp\u003e7.2 Bending Stresses in Beams Subjected to Nonsymmetrical Bending 272\u003c\/p\u003e \u003cp\u003e7.3 Deflections of Straight Beams Subjected to Nonsymmetrical Bending 280\u003c\/p\u003e \u003cp\u003e7.4 Effect of Inclined Loads 284\u003c\/p\u003e \u003cp\u003e7.5 Fully Plastic Load for Nonsymmetrical Bending 285\u003c\/p\u003e \u003cp\u003eProblems 287\u003c\/p\u003e \u003cp\u003eReferences 294\u003c\/p\u003e \u003cp\u003e\u003cb\u003eCHAPTER 8 SHEAR CENTER FOR THIN-WALL BEAM CROSS SECTIONS 295\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e8.1 Approximations for Shear in Thin-Wall Beam Cross Sections 295\u003c\/p\u003e \u003cp\u003e8.2 Shear Flow in Thin-Wall Beam Cross Sections 296\u003c\/p\u003e \u003cp\u003e8.3 Shear Center for a Channel Section 298\u003c\/p\u003e \u003cp\u003e8.4 Shear Center of Composite Beams Formed from Stringers and Thin Webs 303\u003c\/p\u003e \u003cp\u003e8.5 Shear Center of Box Beams 306\u003c\/p\u003e \u003cp\u003eProblems 312\u003c\/p\u003e \u003cp\u003eReferences 318\u003c\/p\u003e \u003cp\u003e\u003cb\u003eCHAPTER 9 CURVED BEAMS 319\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e9.1 Introduction 319\u003c\/p\u003e \u003cp\u003e9.2 Circumferential Stresses in a Curved Beam 320\u003c\/p\u003e \u003cp\u003e9.3 Radial Stresses in Curved Beams 333\u003c\/p\u003e \u003cp\u003e9.4 Correction of Circumferential Stresses in Curved Beams Having I, T, or Similar Cross Sections 338\u003c\/p\u003e \u003cp\u003e9.5 Deflections of Curved Beams 343\u003c\/p\u003e \u003cp\u003e9.6 Statically Indeterminate Curved Beams: Closed Ring Subjected to a Concentrated Load 348\u003c\/p\u003e \u003cp\u003e9.7 Fully Plastic Loads for Curved Beams 350\u003c\/p\u003e \u003cp\u003eProblems 352\u003c\/p\u003e \u003cp\u003eReferences 356\u003c\/p\u003e \u003cp\u003e\u003cb\u003eCHAPTER 10 BEAMS ON ELASTIC FOUNDATIONS 357\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e10.1 General Theory 357\u003c\/p\u003e \u003cp\u003e10.2 Infinite Beam Subjected to a Concentrated Load: Boundary Conditions 360\u003c\/p\u003e \u003cp\u003e10.3 Infinite Beam Subjected to a Distributed Load Segment 369\u003c\/p\u003e \u003cp\u003e10.4 Semiinfinite Beam Subjected to Loads at Its End 374\u003c\/p\u003e \u003cp\u003e10.5 Semiinfinite Beam with Concentrated Load Near Its End 376\u003c\/p\u003e \u003cp\u003e10.6 Short Beams 377\u003c\/p\u003e \u003cp\u003e10.7 Thin-Wall Circular Cylinders 378\u003c\/p\u003e \u003cp\u003eProblems 384\u003c\/p\u003e \u003cp\u003eReferences 388\u003c\/p\u003e \u003cp\u003e\u003cb\u003eCHAPTER 11 THE THICK-WALL CYLINDER 389\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e11.1 Basic Relations 389\u003c\/p\u003e \u003cp\u003e11.2 Stress Components at Sections Far from Ends for a Cylinder with Closed Ends 392\u003c\/p\u003e \u003cp\u003e11.3 Stress Components and Radial Displacement for Constant Temperature 395\u003c\/p\u003e \u003cp\u003e11.4 Criteria of Failure 399\u003c\/p\u003e \u003cp\u003e11.5 Fully Plastic Pressure and Autofrettage 405\u003c\/p\u003e \u003cp\u003e11.6 Cylinder Solution for Temperature Change Only 409\u003c\/p\u003e \u003cp\u003e11.7 Rotating Disks of Constant Thickness 411\u003c\/p\u003e \u003cp\u003eProblems 419\u003c\/p\u003e \u003cp\u003eReferences 422\u003c\/p\u003e \u003cp\u003e\u003cb\u003eCHAPTER 12 ELASTIC AND INELASTIC STABILITY OF COLUMNS 423\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e12.1 Introduction to the Concept of Column Buckling 424\u003c\/p\u003e \u003cp\u003e12.2 Deflection Response of Columns to Compressive Loads 425\u003c\/p\u003e \u003cp\u003e12.3 The Euler Formula for Columns with Pinned Ends 428\u003c\/p\u003e \u003cp\u003e12.4 Euler Buckling of Columns with Linearly Elastic End Constraints 436\u003c\/p\u003e \u003cp\u003e12.5 Local Buckling of Columns 440\u003c\/p\u003e \u003cp\u003e12.6 Inelastic Buckling of Columns 442\u003c\/p\u003e \u003cp\u003eProblems 450\u003c\/p\u003e \u003cp\u003eReferences 455\u003c\/p\u003e \u003cp\u003e\u003cb\u003eCHAPTER 13 FLAT PLATES 457\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e13.1 Introduction 457\u003c\/p\u003e \u003cp\u003e13.2 Stress Resultants in a Flat Plate 458\u003c\/p\u003e \u003cp\u003e13.3 Kinematics: Strain–Displacement Relations for Plates 461\u003c\/p\u003e \u003cp\u003e13.4 Equilibrium Equations for Small-Displacement Theory of Flat Plates 466\u003c\/p\u003e \u003cp\u003e13.5 Stress–Strain–Temperature Relations for Isotropic Elastic Plates 469\u003c\/p\u003e \u003cp\u003e13.6 Strain Energy of a Plate 472\u003c\/p\u003e \u003cp\u003e13.7 Boundary Conditions for Plates 473\u003c\/p\u003e \u003cp\u003e13.8 Solution of Rectangular Plate Problems 476\u003c\/p\u003e \u003cp\u003e13.9 Solution of Circular Plate Problems 486\u003c\/p\u003e \u003cp\u003eProblems 500\u003c\/p\u003e \u003cp\u003eReferences 501\u003c\/p\u003e \u003cp\u003e\u003cb\u003eCHAPTER 14 STRESS CONCENTRATIONS 502\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e14.1 Nature of a Stress Concentration Problem and the Stress Concentration Factor 504\u003c\/p\u003e \u003cp\u003e14.2 Stress Concentration Factors: Theory of Elasticity 507\u003c\/p\u003e \u003cp\u003e14.3 Stress Concentration Factors: Combined Loads 515\u003c\/p\u003e \u003cp\u003e14.4 Stress Concentration Factors: Experimental Techniques 522\u003c\/p\u003e \u003cp\u003e14.5 Effective Stress Concentration Factors 530\u003c\/p\u003e \u003cp\u003e14.6 Effective Stress Concentration Factors: Inelastic Strains 536\u003c\/p\u003e \u003cp\u003eProblems 539\u003c\/p\u003e \u003cp\u003eReferences 541\u003c\/p\u003e \u003cp\u003e\u003cb\u003eCHAPTER 15 FRACTURE MECHANICS 543\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e15.1 Failure Criteria and Fracture 544\u003c\/p\u003e \u003cp\u003e15.2 The Stationary Crack 551\u003c\/p\u003e \u003cp\u003e15.3 Crack Propagation and the Stress Intensity Factor 555\u003c\/p\u003e \u003cp\u003e15.4 Fracture: Other Factors 561\u003c\/p\u003e \u003cp\u003eProblems 564\u003c\/p\u003e \u003cp\u003eReferences 565\u003c\/p\u003e \u003cp\u003e\u003cb\u003eCHAPTER 16 FATIGUE: PROGRESSIVE FRACTURE 567\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e16.1 Fracture Resulting from Cyclic Loading 568\u003c\/p\u003e \u003cp\u003e16.2 Effective Stress Concentration Factors: Repeated Loads 575\u003c\/p\u003e \u003cp\u003e16.3 Effective Stress Concentration Factors: Other Influences 575\u003c\/p\u003e \u003cp\u003e16.4 Low Cycle Fatigue and the _–N Relation 580\u003c\/p\u003e \u003cp\u003eProblems 585\u003c\/p\u003e \u003cp\u003eReferences 588\u003c\/p\u003e \u003cp\u003e\u003cb\u003eCHAPTER 17 CONTACT STRESSES 589\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e17.1 Introduction 589\u003c\/p\u003e \u003cp\u003e17.2 The Problem of Determining Contact Stresses 590\u003c\/p\u003e \u003cp\u003e17.3 Geometry of the Contact Surface 591\u003c\/p\u003e \u003cp\u003e17.4 Notation and Meaning of Terms 596\u003c\/p\u003e \u003cp\u003e17.5 Expressions for Principal Stresses 597\u003c\/p\u003e \u003cp\u003e17.6 Method of Computing Contact Stresses 598\u003c\/p\u003e \u003cp\u003e17.7 Deflection of Bodies in Point Contact 607\u003c\/p\u003e \u003cp\u003e17.8 Stress for Two Bodies in Line Contact: Loads Normal to Contact Area 611\u003c\/p\u003e \u003cp\u003e17.9 Stresses for Two Bodies in Line Contact: Loads Normal and Tangent to Contact Area 613\u003c\/p\u003e \u003cp\u003eProblems 622\u003c\/p\u003e \u003cp\u003eReferences 623\u003c\/p\u003e \u003cp\u003e\u003cb\u003eCHAPTER 18 CREEP: TIME-DEPENDENT DEFORMATION 624\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e18.1 Definition of Creep and the Creep Curve 624\u003c\/p\u003e \u003cp\u003e18.2 The Tension Creep Test for Metals 626\u003c\/p\u003e \u003cp\u003e18.3 One-Dimensional Creep Formulas for Metals Subjected to Constant Stress and Elevated Temperature 626\u003c\/p\u003e \u003cp\u003e18.4 One-Dimensional Creep of Metals Subjected to Variable Stress and Temperature 631\u003c\/p\u003e \u003cp\u003e18.5 Creep Under Multiaxial States of Stress 640\u003c\/p\u003e \u003cp\u003e18.6 Flow Rule for Creep of Metals Subjected to Multiaxial States of Stress 643\u003c\/p\u003e \u003cp\u003e18.7 An Application of Creep of Metals 649\u003c\/p\u003e \u003cp\u003e18.8 Creep of Nonmetals 650\u003c\/p\u003e \u003cp\u003eReferences 654\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAPPENDIX A AVERAGE MECHANICAL PROPERTIES OF SELECTED MATERIALS 657\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAPPENDIX B SECOND MOMENT (MOMENT OF INERTIA) OF A PLANE AREA 660\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eB.1 Moments of Inertia of a Plane Area 660\u003c\/p\u003e \u003cp\u003eB.2 Parallel Axis Theorem 661\u003c\/p\u003e \u003cp\u003eB.3 Transformation Equations for Moments and Products of Inertia 664\u003c\/p\u003e \u003cp\u003eProblems 666\u003c\/p\u003e \u003cp\u003e\u003cb\u003eAPPENDIX C PROPERTIES OF STEEL CROSS \u003c\/b\u003e\u003cb\u003eSECTIONS 668\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eAUTHOR INDEX 673\u003c\/p\u003e \u003cp\u003eSUBJECT INDEX 676\u003c\/p\u003e  \u003cp\u003e\u003cstrong\u003eARTHUR P. BORESI\u003c\/strong\u003e is Professor Emeritus in the Department of Civil andArchitectural Engineering at the University of Wyoming in Laramie. He is the coauthor of a number of books, including Statics and Dynamics, Approximate Solution Methods in Engineering Mechanics, and Advanced Mechanics of Materials.\u003c\/p\u003e","brand":"Wiley","offers":[{"title":"Default Title","offer_id":47988668399845,"sku":"NP9780471438816","price":229.0,"currency_code":"USD","in_stock":false}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/1842\/7735\/files\/9780471438816.jpg?v=1761781190","url":"https:\/\/k12savings.com\/es\/products\/advanced-mechanics-of-materials-isbn-9780471438816","provider":"K12savings","version":"1.0","type":"link"}