LEADER 05086nam 2200601 450 001 9910135020603321 005 20200520144314.0 010 $a1-119-27410-9 010 $a1-5231-1115-1 010 $a1-119-27413-3 010 $a1-119-27406-0 035 $a(CKB)4330000000009859 035 $a(EBL)4690022 035 $a(MiAaPQ)EBC4690022 035 $a(DLC) 2016038983 035 $a(Au-PeEL)EBL4690022 035 $a(CaPaEBR)ebr11267159 035 $a(CaONFJC)MIL956222 035 $a(OCoLC)959149534 035 $a(PPN)230054722 035 $a(EXLCZ)994330000000009859 100 $a20160624d2017 uy| 0 101 0 $aeng 135 $aur|n|---||||| 181 $2rdacontent 182 $2rdamedia 183 $2rdacarrier 200 10$aTheory of elasticity and stress concentration /$fYukitaka Murakami 210 1$aChichester, West Sussex, United Kingdom :$cJohn Wiley & Sons, Incorporated,$d2017. 215 $a1 online resource (474 p.) 300 $aIncludes index. 311 $a1-119-27409-5 320 $aIncludes bibliographical references and index. 327 $aTitle Page ; Copyright; Contents; Preface; Preface for Part I: Theory of Elasticity ; Part I Nomenclature ; Preface for Part II: Stress Concentration ; Part II Nomenclature ; Acknowledgments; Part I Theory of Elasticity ; Chapter 1 Stress ; 1.1 Stress at the Surface of a Body; 1.1.1 Normal Stress; 1.1.2 Shear Stress; 1.2 Stress in the Interior of a Body; 1.3 Two Dimensional Stress, Three Dimensional Stress and Stress Transformation; 1.3.1 Normal Stress; 1.3.2 Shear Stress; 1.3.3 Stress in an Arbitrary Direction; 1.3.4 Principal Stresses; 1.3.5 Principal Shear Stresses; Problems of Chapter 1 327 $aChapter 2 Strain 2.1 Strains in Two Dimensional Problems; 2.2 Strains in Three Dimensional Problems; 2.3 Strain in an Arbitrary Direction; 2.3.1 Two Dimensional Case; 2.3.2 Three Dimensional Case; 2.4 Principal Strains; 2.5 Conditions of Compatibility; Problems of Chapter 2 ; Reference; Chapter 3 Relationship between Stresses and Strains: Generalized Hookes? Law ; Problems of Chapter 3; Chapter 4 Equilibrium Equations ; Problems of Chapter 4; Chapter 5 Saint Venants? Principle and Boundary Conditions ; 5.1 Saint Venants? Principle; 5.2 Boundary Conditions; 5.2.1 Stress Boundary Conditions 327 $a5.2.2 Displacement Boundary Conditions5.2.3 Mixed Boundary Conditions; Problems of Chapter 5 ; Chapter 6 Two Dimensional Problems ; 6.1 Plane Stress and Plane Strain; 6.1.1 Plane Stress; 6.1.2 Plane Strain; 6.2 Basic Conditions for Exact Solutions: Nature of Solutions; 6.3 Airys? Stress Function; 6.4 Hollow Cylinder; 6.5 Stress Concentration at a Circular Hole; 6.6 Stress Concentration at an Elliptical Hole; 6.7 Stress Concentration at a Hole in a Finite Width Plate; 6.8 Stress Concentration at a Crack; 6.9 Stress Field due to a Point Force Applied at the Edge of a Semi-Infinite Plate 327 $a6.10 Circular Disk Subjected to Concentrated ForceProblems of Chapter 6 ; Appendix of Chapter 6; References; Chapter 7 Torsion of a Bar with Uniform Section ; 7.1 Torsion of Cylindrical Bars; 7.2 Torsion of Bars Having Thin Closed Section; 7.3 Saint Venants? Torsion Problems; 7.4 Stress Function in Torsion; 7.4.1 Equilibrium Condition; 7.4.2 Compatibility Equation; 7.4.3 Boundary Conditions; 7.5 Membrane Analogy: Solution of Torsion Problems by Using the Deformation of Pressurized Membrane; 7.6 Torsion of Bars Having a Thin Unclosed Cross Section 327 $a7.7 Comparison of Torsional Rigidity between a Bar with an Open Section and a Bar with a Closed SectionProblems of Chapter 7 ; Reference; Chapter 8 Energy Principles ; 8.1 Strain Energy; 8.2 Uniqueness of the Solutions of Elasticity Problems; 8.3 Principle of Virtual Work; 8.4 Principle of Minimum Potential Energy; 8.5 Castiglianos? Theorem; 8.6 The Reciprocal Theorem; Problems of Chapter 8; Reference; Chapter 9 Finite Element Method ; 9.1 FEM for One Dimensional Problems; 9.2 Analysis of Plane Stress Problems by the Finite Element Method 327 $a9.2.1 Approximation of 2D Plate Problems by a Set of Triangular Elements 330 $a"Theory of Elasticity and Stress Concentration comprehensively covers elasticity and stress concentration and demonstrates how to apply the theory to practical engineering problems. It presents a new approach to the topic without the need for complicated mathematics and the principles and meaning of stress concentration are covered without reliance on numerical analysis. Examples are included throughout and end of chapter problems and solutions are also provided."--$cProvided by publisher. 606 $aElasticity 606 $aStress concentration 615 0$aElasticity. 615 0$aStress concentration. 676 $a620.1/1232 700 $aMurakami$b Y$g(Yukitaka),$f1943-$0471367 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910135020603321 996 $aTheory of elasticity and stress concentration$92120695 997 $aUNINA LEADER 01579oam 2200277z- 450 001 9910155353403321 005 20170925212122.0 010 $a2-14-001988-1 035 $a(CKB)3710000000974130 035 $a(PPN)204425093 035 $a(BIP)059948500 035 $a(VLeBooks)9782140019883 035 $a(EXLCZ)993710000000974130 100 $a20170626c2016uuuu -u- - 101 0 $afre 200 $aEcrits Sur L'information Et La Communication (Tome 1): Rapport Sur L'amelioration De La Communication De l'Etat - Le Traitement De L'information Sensible 210 $cEditions L'Harmattan 215 $a1 online resource (302 p.) 311 $a2-343-10096-9 330 $aCe premier volume constitue d'un Rapport sur la communication de l'Etat et de plusieurs annexes est un legs qu'il etait temps de transmettre a un large public. Ce Rapport a ete acheve vers la fin des annees 1990 et fut transmis durant l'annee 1999 a M. Ousmane Tanor Dieng a un moment ou les autorites gouvernementales etaient concentrees sur la preparation de l'election presidentielle de fevrier 2000. Aujourd'hui encore, un examen, meme rapide, de la complexite des relations entre les autorites publiques et la presse nationale montre combien les problemes passes en revue sont restes actuels. 610 $aPolitical science 700 $aSamb$01746182 906 $aBOOK 912 $a9910155353403321 996 $aEcrits Sur L'information Et La Communication (Tome 1): Rapport Sur L'amelioration De La Communication De l'Etat - Le Traitement De L'information Sensible$94177638 997 $aUNINA