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An introduction to the mechanics of elastic and plastic deformation of solids and structural materials [[electronic resource] /] / E.J. Hearn
| An introduction to the mechanics of elastic and plastic deformation of solids and structural materials [[electronic resource] /] / E.J. Hearn |
| Autore | Hearn E. J (Edwin John) |
| Edizione | [3rd ed.] |
| Pubbl/distr/stampa | Oxford ; ; Boston, : Butterworth-Heinemann, 1997 |
| Descrizione fisica | 1 online resource (xxviii, 456 p.) |
| Disciplina | 620.1/123 |
| Collana | Mechanics of materials |
| Soggetto topico |
Strength of materials
Elasticity |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-281-04769-4
9786611047696 0-08-052399-4 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Mechanics of Materials 1; Copyright Page; Contents; Introduction; Notation; Chapter 1. Simple Stress and Strain; 1.1 Load; 1.2 Direct or normal stress ( σ ); 1.3 Direct strain ( ε ); 1.4 Sign convention for direct stress and strain; 1.5 Elastic materials - Hooke's law; 1.6 Modulus of elasticity - Young's modulus; 1.7 Tensile test; 1.8 Ductile materials; 1.9 Brittle materials; 1.10 Poisson's ratio; 1.11 Application of Poisson's ratio to a two-dimensional stress system; 1.12 Shear stress; 1.13 Shear strain; 1.14 Modulus of rioidity; 1.15 Double shear
1.16 Allowable workino stress - factor of safety1.17 Load factor; 1.18 Temperature stresses; 1.19 Stress concentrations - stress concentration factor; 1.20 Toughness; 1.21 Creep and fatigue; Examples; Problems; Bibliography; Chapter 2. Compound Bars; Summary; 2.1 Compound bars subjected to external load; 2.2 Compound bars- ""equivalent"" or ""combined"" modulus; 2.3 Compound bars subjected to temperature change; 2.4 Compound bar (tube and rod); 2.5 Compound bars subjected to external load and temperature effects; 2.6 Compound thick cylinders subjected to temperature changes; Examples ProblemsChapter 3. Shearing Force and Bending Moment Diagrams; Summary; 3.1 Shearing force and bending moment; 3.2 S.F. and B.M. diagrams for beams carrying concentrated loads only; 3.3 S.F and B.M. diagrams for uniformly distributed loads; 3.4 S.F. and B.M. diagrams for combined concentrated and uniformly distributed loads; 3.5 Points of contraflexure; 3.6 Relationship between S.F. Q, B.M. M, and intensity of loading w; 3.7 S.F. and B.M. diagrams for an applied couple or moment; 3.8 S.F. and B.M. diagrams for inclined loads; 3.9 Graphical construction of S.F and B.M. diagrams 3.10 S.F. and B.M. diagrams for beams carrying distributed loads of increasing value3.11 S.F. at points of application of concentrated loads; Examples; Problems; Chapter 4. Bending; Summary; Introduction; 4.1 Simple bending theory; 4.2 Neutral axis; 4.3 Section modulus; 4.4 Second moment of area; 4.5 Bending of composite or flitched beams; 4.6 Reinforced concrete beams - simple tension reinforcement; 4.7 Skew loading; 4.8 Combined bending and direct stress-eccentric loading; 4.9 ""Middle-quarter"" and ""middle-third"" rules; 4.10 Shear stresses owing to bending; 4.11 Strain energy in bending 4.12 Limitations of the simple bending theoryExamples; Problems; Chapter 5. Slope and Deflection of Beams; Summary; Introduction; 5.1 Relationship between loading, S.F., B.M., slope and deflection; 5.2 Direct integration method; 5.3 Macaulay's method; 5.4 Macaulay's method for u.d.l's; 5.5 Macaulay's method for beams with u.d.l, applied over part of the beam; 5.6 Macaulay's method for couple applied at a point; 5.7 Mohr 's ""area-moment"" method; 5.8 Principle of superposition; 5.9 Energy method; 5.10 Maxwell 's theorem of reciprocal displacements 5.11 Continuous beams - Clapeyron 's ""three-moment"" equation |
| Record Nr. | UNINA-9910455678003321 |
Hearn E. J (Edwin John)
|
||
| Oxford ; ; Boston, : Butterworth-Heinemann, 1997 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
An introduction to the mechanics of elastic and plastic deformation of solids and structural materials [[electronic resource] /] / E.J. Hearn
| An introduction to the mechanics of elastic and plastic deformation of solids and structural materials [[electronic resource] /] / E.J. Hearn |
| Autore | Hearn E. J (Edwin John) |
| Edizione | [3rd ed.] |
| Pubbl/distr/stampa | Oxford ; ; Boston, : Butterworth-Heinemann, 1997 |
| Descrizione fisica | 1 online resource (xxviii, 456 p.) |
| Disciplina | 620.1/123 |
| Collana | Mechanics of materials |
| Soggetto topico |
Strength of materials
Elasticity |
| ISBN |
1-281-04769-4
9786611047696 0-08-052399-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Mechanics of Materials 1; Copyright Page; Contents; Introduction; Notation; Chapter 1. Simple Stress and Strain; 1.1 Load; 1.2 Direct or normal stress ( σ ); 1.3 Direct strain ( ε ); 1.4 Sign convention for direct stress and strain; 1.5 Elastic materials - Hooke's law; 1.6 Modulus of elasticity - Young's modulus; 1.7 Tensile test; 1.8 Ductile materials; 1.9 Brittle materials; 1.10 Poisson's ratio; 1.11 Application of Poisson's ratio to a two-dimensional stress system; 1.12 Shear stress; 1.13 Shear strain; 1.14 Modulus of rioidity; 1.15 Double shear
1.16 Allowable workino stress - factor of safety1.17 Load factor; 1.18 Temperature stresses; 1.19 Stress concentrations - stress concentration factor; 1.20 Toughness; 1.21 Creep and fatigue; Examples; Problems; Bibliography; Chapter 2. Compound Bars; Summary; 2.1 Compound bars subjected to external load; 2.2 Compound bars- ""equivalent"" or ""combined"" modulus; 2.3 Compound bars subjected to temperature change; 2.4 Compound bar (tube and rod); 2.5 Compound bars subjected to external load and temperature effects; 2.6 Compound thick cylinders subjected to temperature changes; Examples ProblemsChapter 3. Shearing Force and Bending Moment Diagrams; Summary; 3.1 Shearing force and bending moment; 3.2 S.F. and B.M. diagrams for beams carrying concentrated loads only; 3.3 S.F and B.M. diagrams for uniformly distributed loads; 3.4 S.F. and B.M. diagrams for combined concentrated and uniformly distributed loads; 3.5 Points of contraflexure; 3.6 Relationship between S.F. Q, B.M. M, and intensity of loading w; 3.7 S.F. and B.M. diagrams for an applied couple or moment; 3.8 S.F. and B.M. diagrams for inclined loads; 3.9 Graphical construction of S.F and B.M. diagrams 3.10 S.F. and B.M. diagrams for beams carrying distributed loads of increasing value3.11 S.F. at points of application of concentrated loads; Examples; Problems; Chapter 4. Bending; Summary; Introduction; 4.1 Simple bending theory; 4.2 Neutral axis; 4.3 Section modulus; 4.4 Second moment of area; 4.5 Bending of composite or flitched beams; 4.6 Reinforced concrete beams - simple tension reinforcement; 4.7 Skew loading; 4.8 Combined bending and direct stress-eccentric loading; 4.9 ""Middle-quarter"" and ""middle-third"" rules; 4.10 Shear stresses owing to bending; 4.11 Strain energy in bending 4.12 Limitations of the simple bending theoryExamples; Problems; Chapter 5. Slope and Deflection of Beams; Summary; Introduction; 5.1 Relationship between loading, S.F., B.M., slope and deflection; 5.2 Direct integration method; 5.3 Macaulay's method; 5.4 Macaulay's method for u.d.l's; 5.5 Macaulay's method for beams with u.d.l, applied over part of the beam; 5.6 Macaulay's method for couple applied at a point; 5.7 Mohr 's ""area-moment"" method; 5.8 Principle of superposition; 5.9 Energy method; 5.10 Maxwell 's theorem of reciprocal displacements 5.11 Continuous beams - Clapeyron 's ""three-moment"" equation |
| Record Nr. | UNINA-9910780020803321 |
|
Hearn E. J (Edwin John)
|
||
| Oxford ; ; Boston, : Butterworth-Heinemann, 1997 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
An introduction to the mechanics of elastic and plastic deformation of solids and structural materials / / E.J. Hearn
| An introduction to the mechanics of elastic and plastic deformation of solids and structural materials / / E.J. Hearn |
| Autore | Hearn E. J (Edwin John) |
| Edizione | [3rd ed.] |
| Pubbl/distr/stampa | Oxford ; ; Boston, : Butterworth-Heinemann, 1997 |
| Descrizione fisica | 1 online resource (xxviii, 456 p.) |
| Disciplina | 620.1/123 |
| Collana | Mechanics of materials |
| Soggetto topico |
Strength of materials
Elasticity |
| ISBN |
1-281-04769-4
9786611047696 0-08-052399-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Mechanics of Materials 1; Copyright Page; Contents; Introduction; Notation; Chapter 1. Simple Stress and Strain; 1.1 Load; 1.2 Direct or normal stress ( σ ); 1.3 Direct strain ( ε ); 1.4 Sign convention for direct stress and strain; 1.5 Elastic materials - Hooke's law; 1.6 Modulus of elasticity - Young's modulus; 1.7 Tensile test; 1.8 Ductile materials; 1.9 Brittle materials; 1.10 Poisson's ratio; 1.11 Application of Poisson's ratio to a two-dimensional stress system; 1.12 Shear stress; 1.13 Shear strain; 1.14 Modulus of rioidity; 1.15 Double shear
1.16 Allowable workino stress - factor of safety1.17 Load factor; 1.18 Temperature stresses; 1.19 Stress concentrations - stress concentration factor; 1.20 Toughness; 1.21 Creep and fatigue; Examples; Problems; Bibliography; Chapter 2. Compound Bars; Summary; 2.1 Compound bars subjected to external load; 2.2 Compound bars- ""equivalent"" or ""combined"" modulus; 2.3 Compound bars subjected to temperature change; 2.4 Compound bar (tube and rod); 2.5 Compound bars subjected to external load and temperature effects; 2.6 Compound thick cylinders subjected to temperature changes; Examples ProblemsChapter 3. Shearing Force and Bending Moment Diagrams; Summary; 3.1 Shearing force and bending moment; 3.2 S.F. and B.M. diagrams for beams carrying concentrated loads only; 3.3 S.F and B.M. diagrams for uniformly distributed loads; 3.4 S.F. and B.M. diagrams for combined concentrated and uniformly distributed loads; 3.5 Points of contraflexure; 3.6 Relationship between S.F. Q, B.M. M, and intensity of loading w; 3.7 S.F. and B.M. diagrams for an applied couple or moment; 3.8 S.F. and B.M. diagrams for inclined loads; 3.9 Graphical construction of S.F and B.M. diagrams 3.10 S.F. and B.M. diagrams for beams carrying distributed loads of increasing value3.11 S.F. at points of application of concentrated loads; Examples; Problems; Chapter 4. Bending; Summary; Introduction; 4.1 Simple bending theory; 4.2 Neutral axis; 4.3 Section modulus; 4.4 Second moment of area; 4.5 Bending of composite or flitched beams; 4.6 Reinforced concrete beams - simple tension reinforcement; 4.7 Skew loading; 4.8 Combined bending and direct stress-eccentric loading; 4.9 ""Middle-quarter"" and ""middle-third"" rules; 4.10 Shear stresses owing to bending; 4.11 Strain energy in bending 4.12 Limitations of the simple bending theoryExamples; Problems; Chapter 5. Slope and Deflection of Beams; Summary; Introduction; 5.1 Relationship between loading, S.F., B.M., slope and deflection; 5.2 Direct integration method; 5.3 Macaulay's method; 5.4 Macaulay's method for u.d.l's; 5.5 Macaulay's method for beams with u.d.l, applied over part of the beam; 5.6 Macaulay's method for couple applied at a point; 5.7 Mohr 's ""area-moment"" method; 5.8 Principle of superposition; 5.9 Energy method; 5.10 Maxwell 's theorem of reciprocal displacements 5.11 Continuous beams - Clapeyron 's ""three-moment"" equation |
| Record Nr. | UNINA-9910817381403321 |
|
Hearn E. J (Edwin John)
|
||
| Oxford ; ; Boston, : Butterworth-Heinemann, 1997 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
The mechanics of elastic and plastic deformation of solids and structural materials [[electronic resource] /] / E.J. Hearn
| The mechanics of elastic and plastic deformation of solids and structural materials [[electronic resource] /] / E.J. Hearn |
| Autore | Hearn E. J (Edwin John) |
| Edizione | [3rd ed.] |
| Pubbl/distr/stampa | Oxford ; ; Boston, : Butterworth-Heinemann, 1997 |
| Descrizione fisica | 1 online resource (xx, 539 p.) |
| Disciplina | 620.1/123 |
| Collana | Mechanics of materials: an introduction to the mechanics of elastic and plastic deformation of solids and structural materials |
| Soggetto topico |
Strength of materials
Materials - Mechanical properties |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-281-02747-2
9786611027476 0-08-052400-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Mechanics of Materials 2; Copyright Page; Contents; Introduction; Notation; Chapter 1. Unsymmetrical Bending; Summary; Introduction; 1.1 Product second moment of area; 1.2 Principal second moments of area; 1.3 Mohr's circle of second moments of area; 1.4 Land's circle of second moments of area; 1.5 Rotation of axes: determination of moments of area in terms of the principal values; 1.6 The ellipse of second moments of area; 1.7 Momenta1 ellipse; 1.8 Stress determination; 1.9 Alternative procedure for stress determination; 1.10 Alternative procedure using the momental ellipse
1.11 DeflectionsExamples; Problems; Chapter 2. Struts; Summary; Introduction; 2.1 Euler's theory; 2.2 Equivalent strut length; 2.3 Comparison of Euler theory with experimental results; 2.4 Euler ""validity limit""; 2.5 Rankine or Rankine-Gordon formula; 2.6 Perry-Robertson formula; 2.7 British Standard procedure (BS 449); 2.8 Struts with initial curvature; 2.9. Struts with eccentric load; 2.10 Laterally loaded struts; 2.11 Alternative procedure for any strut-loading condition; 2.12 Struts with unsymmetrical cross-section; Examples; Problems; Chapter 3. Strains Beyond the Elastic Limit SummaryIntroduction; 3.1 Plastic bending of rectangular-sectioned beams; 3.2 Shape factor - symmetrical sections; 3.3 Application to I-section beams; 3.4 Partially plastic bending of unsymmetrical sections; 3.5 Shape factor - unsymmetrical sections; 3.6 Deflections of partially plastic beams; 3.7 Length of yielded area in beams; 3.8 Collapse loads - plastic limit design; 3.9 Residual stresses after yielding: elastic-perfectly plastic material; 3.10 Torsion of shafts beyond the elastic limit - plastic torsion; 3.11 Angles of twist of shafts strained beyond the elastic limit 3.12 Plastic torsion of hollow tubes3.13 Plastic torsion of case-hardened shafts; 3.14 Residual stresses after yield in torsion; 3.15 Plastic bending and torsion of strain-hardening materials; 3.16 Residual stresses - strain-hardening materials; 3.17 Influence of residual stresses on bending and torsional strengths; 3.18 Plastic yielding in the eccentric loadirig of rectangular sections; 3.19 Plastic yielding and residual stresses under axial loading with stress concentrations; 3.20 Plastic yielding of axially symmetric components; Examples; Problems Chapter 4. Rings, Discs and Cylinders Subjected to Rotation and Thermal GradientsSummary; 4.1 Thin rotating ring or cylinder; 4.2 Rotating solid disc; 4.3 Rotating disc with a central hole; 4.4 Rotating thick cylinders or solid shafts; 4.5 Rotating disc of uniform strength; 4.6 Combined rotational and thermal stresses in uniform discs and thick cylinders; Examples; Problems; Chapter 5. Torsion of Non-Circular and Thin-Walled Sections; Summary; 5.1 Rectangular sections; 5.2 Narrow rectangular sections; 5.3 Thin-walled open sections; 5.4 Thin-walled split tube 5.5 Other solid (non-tubular) shafts |
| Record Nr. | UNINA-9910455675603321 |
|
Hearn E. J (Edwin John)
|
||
| Oxford ; ; Boston, : Butterworth-Heinemann, 1997 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
The mechanics of elastic and plastic deformation of solids and structural materials [[electronic resource] /] / E.J. Hearn
| The mechanics of elastic and plastic deformation of solids and structural materials [[electronic resource] /] / E.J. Hearn |
| Autore | Hearn E. J (Edwin John) |
| Edizione | [3rd ed.] |
| Pubbl/distr/stampa | Oxford ; ; Boston, : Butterworth-Heinemann, 1997 |
| Descrizione fisica | 1 online resource (xx, 539 p.) |
| Disciplina | 620.1/123 |
| Collana | Mechanics of materials: an introduction to the mechanics of elastic and plastic deformation of solids and structural materials |
| Soggetto topico |
Strength of materials
Materials - Mechanical properties |
| ISBN |
1-281-02747-2
9786611027476 0-08-052400-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Mechanics of Materials 2; Copyright Page; Contents; Introduction; Notation; Chapter 1. Unsymmetrical Bending; Summary; Introduction; 1.1 Product second moment of area; 1.2 Principal second moments of area; 1.3 Mohr's circle of second moments of area; 1.4 Land's circle of second moments of area; 1.5 Rotation of axes: determination of moments of area in terms of the principal values; 1.6 The ellipse of second moments of area; 1.7 Momenta1 ellipse; 1.8 Stress determination; 1.9 Alternative procedure for stress determination; 1.10 Alternative procedure using the momental ellipse
1.11 DeflectionsExamples; Problems; Chapter 2. Struts; Summary; Introduction; 2.1 Euler's theory; 2.2 Equivalent strut length; 2.3 Comparison of Euler theory with experimental results; 2.4 Euler ""validity limit""; 2.5 Rankine or Rankine-Gordon formula; 2.6 Perry-Robertson formula; 2.7 British Standard procedure (BS 449); 2.8 Struts with initial curvature; 2.9. Struts with eccentric load; 2.10 Laterally loaded struts; 2.11 Alternative procedure for any strut-loading condition; 2.12 Struts with unsymmetrical cross-section; Examples; Problems; Chapter 3. Strains Beyond the Elastic Limit SummaryIntroduction; 3.1 Plastic bending of rectangular-sectioned beams; 3.2 Shape factor - symmetrical sections; 3.3 Application to I-section beams; 3.4 Partially plastic bending of unsymmetrical sections; 3.5 Shape factor - unsymmetrical sections; 3.6 Deflections of partially plastic beams; 3.7 Length of yielded area in beams; 3.8 Collapse loads - plastic limit design; 3.9 Residual stresses after yielding: elastic-perfectly plastic material; 3.10 Torsion of shafts beyond the elastic limit - plastic torsion; 3.11 Angles of twist of shafts strained beyond the elastic limit 3.12 Plastic torsion of hollow tubes3.13 Plastic torsion of case-hardened shafts; 3.14 Residual stresses after yield in torsion; 3.15 Plastic bending and torsion of strain-hardening materials; 3.16 Residual stresses - strain-hardening materials; 3.17 Influence of residual stresses on bending and torsional strengths; 3.18 Plastic yielding in the eccentric loadirig of rectangular sections; 3.19 Plastic yielding and residual stresses under axial loading with stress concentrations; 3.20 Plastic yielding of axially symmetric components; Examples; Problems Chapter 4. Rings, Discs and Cylinders Subjected to Rotation and Thermal GradientsSummary; 4.1 Thin rotating ring or cylinder; 4.2 Rotating solid disc; 4.3 Rotating disc with a central hole; 4.4 Rotating thick cylinders or solid shafts; 4.5 Rotating disc of uniform strength; 4.6 Combined rotational and thermal stresses in uniform discs and thick cylinders; Examples; Problems; Chapter 5. Torsion of Non-Circular and Thin-Walled Sections; Summary; 5.1 Rectangular sections; 5.2 Narrow rectangular sections; 5.3 Thin-walled open sections; 5.4 Thin-walled split tube 5.5 Other solid (non-tubular) shafts |
| Record Nr. | UNINA-9910780020303321 |
|
Hearn E. J (Edwin John)
|
||
| Oxford ; ; Boston, : Butterworth-Heinemann, 1997 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
The mechanics of elastic and plastic deformation of solids and structural materials / / E.J. Hearn
| The mechanics of elastic and plastic deformation of solids and structural materials / / E.J. Hearn |
| Autore | Hearn E. J (Edwin John) |
| Edizione | [3rd ed.] |
| Pubbl/distr/stampa | Oxford ; ; Boston, : Butterworth-Heinemann, 1997 |
| Descrizione fisica | 1 online resource (xx, 539 p.) |
| Disciplina | 620.1/123 |
| Collana | Mechanics of materials: an introduction to the mechanics of elastic and plastic deformation of solids and structural materials |
| Soggetto topico |
Strength of materials
Materials - Mechanical properties |
| ISBN |
1-281-02747-2
9786611027476 0-08-052400-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Mechanics of Materials 2; Copyright Page; Contents; Introduction; Notation; Chapter 1. Unsymmetrical Bending; Summary; Introduction; 1.1 Product second moment of area; 1.2 Principal second moments of area; 1.3 Mohr's circle of second moments of area; 1.4 Land's circle of second moments of area; 1.5 Rotation of axes: determination of moments of area in terms of the principal values; 1.6 The ellipse of second moments of area; 1.7 Momenta1 ellipse; 1.8 Stress determination; 1.9 Alternative procedure for stress determination; 1.10 Alternative procedure using the momental ellipse
1.11 DeflectionsExamples; Problems; Chapter 2. Struts; Summary; Introduction; 2.1 Euler's theory; 2.2 Equivalent strut length; 2.3 Comparison of Euler theory with experimental results; 2.4 Euler ""validity limit""; 2.5 Rankine or Rankine-Gordon formula; 2.6 Perry-Robertson formula; 2.7 British Standard procedure (BS 449); 2.8 Struts with initial curvature; 2.9. Struts with eccentric load; 2.10 Laterally loaded struts; 2.11 Alternative procedure for any strut-loading condition; 2.12 Struts with unsymmetrical cross-section; Examples; Problems; Chapter 3. Strains Beyond the Elastic Limit SummaryIntroduction; 3.1 Plastic bending of rectangular-sectioned beams; 3.2 Shape factor - symmetrical sections; 3.3 Application to I-section beams; 3.4 Partially plastic bending of unsymmetrical sections; 3.5 Shape factor - unsymmetrical sections; 3.6 Deflections of partially plastic beams; 3.7 Length of yielded area in beams; 3.8 Collapse loads - plastic limit design; 3.9 Residual stresses after yielding: elastic-perfectly plastic material; 3.10 Torsion of shafts beyond the elastic limit - plastic torsion; 3.11 Angles of twist of shafts strained beyond the elastic limit 3.12 Plastic torsion of hollow tubes3.13 Plastic torsion of case-hardened shafts; 3.14 Residual stresses after yield in torsion; 3.15 Plastic bending and torsion of strain-hardening materials; 3.16 Residual stresses - strain-hardening materials; 3.17 Influence of residual stresses on bending and torsional strengths; 3.18 Plastic yielding in the eccentric loadirig of rectangular sections; 3.19 Plastic yielding and residual stresses under axial loading with stress concentrations; 3.20 Plastic yielding of axially symmetric components; Examples; Problems Chapter 4. Rings, Discs and Cylinders Subjected to Rotation and Thermal GradientsSummary; 4.1 Thin rotating ring or cylinder; 4.2 Rotating solid disc; 4.3 Rotating disc with a central hole; 4.4 Rotating thick cylinders or solid shafts; 4.5 Rotating disc of uniform strength; 4.6 Combined rotational and thermal stresses in uniform discs and thick cylinders; Examples; Problems; Chapter 5. Torsion of Non-Circular and Thin-Walled Sections; Summary; 5.1 Rectangular sections; 5.2 Narrow rectangular sections; 5.3 Thin-walled open sections; 5.4 Thin-walled split tube 5.5 Other solid (non-tubular) shafts |
| Record Nr. | UNINA-9910826241303321 |
|
Hearn E. J (Edwin John)
|
||
| Oxford ; ; Boston, : Butterworth-Heinemann, 1997 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||