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[null,"1.","Record Nr.",null,"UNINA9910627265803321"]
[null,null,"Autore",null,"Bhaskar K."]
[null,null,"Titolo",null,"Strength of materials : a concise textbook / / K. Bhaskar and T. K. Varadan"]
[null,null,"Pubbl/distr/stampa",null,"Cham, Switzerland : , : Ane Books Pvt. Ltd. : , : Springer, , [2023]"]
[{"$nulls":4},"©2023"]
[null,null,"ISBN",null,"3-031-06377-5"]
[null,null,"Descrizione fisica",null,"1 online resource (168 pages)"]
[null,null,"Disciplina",null,"620.112"]
[null,null,"Soggetti",null,"Strength of materials"]
[{"$nulls":4},"Materials - Analysis"]
[{"$nulls":4},"Structural analysis (Engineering)"]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Note generali","Includes index."]
[null,null,"Nota di contenuto",null,"Intro -- Preface -- Contents -- About the Authors -- 1 Preliminaries -- 1.1 State of Stress at a Point -- 1.2 Principle of Complementary Shear -- 1.3 The Assumption of Small Displacements and Rotations -- 1.4 State of Strain at a Point -- 1.5 Strain-Displacement Relations -- 1.6 Linear Constitutive Law -- 1.7 Plane Stress and Plane Strain -- 1.8 Two-Dimensional Stress Transformation -- 1.9 Principal Planes and Principal Stresses -- 1.10 Maximum In-Plane Shear Stress -- 1.11 Strain Transformation and Principal Strains -- 1.12 Mohr's Circle -- 1.13 Notable Points About 2-D Transformation -- 1.14 Failure Criterion for Brittle Materials -- 1.15 Yield Criteria for Ductile Materials -- 1.16 Statically Determinate and Indeterminate Structures -- 1.17 St. Venant's Principle -- 2 Straight Bars -- 2.1 Straight Bar -- 2.2 Assumptions -- 2.3 Final Formulae -- 2.4 Range of Applicability -- 2.5 Illustrative Problems -- 3 Thin-Walled Pressure Vessels -- 3.1 Thin-Walled Vessels -- 3.2 Assumptions -- 3.3 Final Formulae -- 3.4 Range of Applicability -- 3.5 Illustrative Problems -- 4 Circular Shafts -- 4.1 Circular Shaft -- 4.2 Assumptions -- 4.3 Final Formulae -- 4.4 Range of Applicability -- 4.5 Illustrative Problems -- 5 Beams-Shear Force and Bending Moment -- 5.1 Beam Undergoing Simple Bending -- 5.2 Shear Force and Bending Moment -- 5.3 Relations Between Loading, Shear Force, and Bending Moment -- 5.4 Shear Force and Bending Moment Diagrams (SFD, BMD) -- 5.5 Bending Moment Diagram by Parts -- 6 Beams-Stresses -- 6.1 Engineering Beam Theory-Assumptions -- "]
[{"$nulls":4},"6.2 Final Formulae -- 6.3 Range of Applicability -- 6.4 Illustrative Problems -- 7 Beams-Deflections -- 7.1 Engineering Beam Theory-Kinematics of Deformation -- 7.2 Deflection Analysis -- 7.3 Final Formulae -- 7.4 Specification of Boundary Conditions -- 7.5 Range of Applicability -- 7.6 Illustrative Problems."]
[{"$nulls":4},"7.6.1 Double Integration Method -- 7.6.2 Moment-Area Method -- 7.6.3 Superposition Method -- 7.6.4 Statically Indeterminate Beams -- 8 Combined Loading, Stress Transformation, Failure Criteria -- 8.1 Combined Loading -- 8.2 Stress and Strain Transformation -- 8.2.1 Use of Transformation Rules -- 8.2.2 Mohr's Circle -- 8.3 Use of Failure Criteria -- 9 Long Columns -- 9.1 Column -- 9.2 Perfect and Imperfect Columns -- 9.3 Assumptions -- 9.4 Final Formulae -- 9.5 Illustrative Problems -- 10 Energy Methods -- 10.1 Assumptions -- 10.2 Final Formulae -- 10.3 Illustrative Problems -- Index."]