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Aircraft structures for engineering students [[electronic resource] /] / T.H.G. Megson
| Aircraft structures for engineering students [[electronic resource] /] / T.H.G. Megson |
| Autore | Megson T. H. G (Thomas Henry Gordon) |
| Edizione | [4th ed.] |
| Pubbl/distr/stampa | Oxford ; ; Burlington, MA, : Butterworth-Heinemann, 2007 |
| Descrizione fisica | 1 online resource (825 p.) |
| Disciplina | 629.134/31 |
| Collana | Elsevier aerospace engineering series |
| Soggetto topico | Airframes |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-281-05184-5
0-08-048831-5 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Aircraft Structures for engineering students; Copyright Page; Contents; Preface; Preface to Second Edition; Preface to Third Edition; Preface to Fourth Edition; Part A: Fundamentals of Structural Analysis; Section A1 Elasticity; Chapter 1 Basic elasticity; 1.1 Stress; 1.2 Notation for forces and stresses; 1.3 Equations of equilibrium; 1.4 Plane stress; 1.5 Boundary conditions; 1.6 Determination of stresses on inclined planes; 1.7 Principal stresses; 1.8 Mohr's circle of stress; 1.9 Strain; 1.10 Compatibility equations; 1.11 Plane strain
1.12 Determination of strains on inclined planes1.13 Principal strains; 1.14 Mohr's circle of strain; 1.15 Stress-strain relationships; 1.16 Experimental measurement of surface strains; References; Problems; Chapter 2 Two-dimensional problems in elasticity; 2.1 Two-dimensional problems; 2.2 Stress functions; 2.3 Inverse and semi-inverse methods; 2.4 St. Venant's principle; 2.5 Displacements; 2.6 Bending of an end-loaded cantilever; Reference; Problems; Chapter 3 Torsion of solid sections; 3.1 Prandtl stress function solution; 3.2 St. Venant warping function solution; 3.3 The membrane analogy 3.4 Torsion of a narrow rectangular stripReferences; Problems; Section A2 Virtual Work, Energy and Matrix Methods; Chapter 4 Virtual work and energy methods; 4.1 Work; 4.2 Principle of virtual work; 4.3 Applications of the principle of virtual work; References; Problems; Chapter 5 Energy methods; 5.1 Strain energy and complementary energy; 5.2 The principle of the stationary value of the total complementary energy; 5.3 Application to deflection problems; 5.4 Application to the solution of statically indeterminate systems; 5.5 Unit load method; 5.6 Flexibility method 5.7 Total potential energy5.8 The principle of the stationary value of the total potential energy; 5.9 Principle of superposition; 5.10 The reciprocal theorem; 5.11 Temperature effects; References; Further reading; Problems; Chapter 6 Matrix methods; 6.1 Notation; 6.2 Stiffness matrix for an elastic spring; 6.3 Stiffness matrix for two elastic springs in line; 6.4 Matrix analysis of pin-jointed frameworks; 6.5 Application to statically indeterminate frameworks; 6.6 Matrix analysis of space frames; 6.7 Stiffness matrix for a uniform beam; 6.8 Finite element method for continuum structures ReferencesFurther reading; Problems; Section A3 Thin Plate Theory; Chapter 7 Bending of thin plates; 7.1 Pure bending of thin plates; 7.2 Plates subjected to bending and twisting; 7.3 Plates subjected to a distributed transverse load; 7.4 Combined bending and in-plane loading of a thin rectangular plate; 7.5 Bending of thin plates having a small initial curvature; 7.6 Energy method for the bending of thin plates; References; Problems; Section A4 Structural Instability; Chapter 8 Columns; 8.1 Euler buckling of columns; 8.2 Inelastic buckling; 8.3 Effect of initial imperfections 8.4 Stability of beams under transverse and axial loads |
| Record Nr. | UNINA-9910457708403321 |
Megson T. H. G (Thomas Henry Gordon)
|
||
| Oxford ; ; Burlington, MA, : Butterworth-Heinemann, 2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Aircraft structures for engineering students [[electronic resource] /] / T.H.G. Megson
| Aircraft structures for engineering students [[electronic resource] /] / T.H.G. Megson |
| Autore | Megson T. H. G (Thomas Henry Gordon) |
| Edizione | [4th ed.] |
| Pubbl/distr/stampa | Oxford ; ; Burlington, MA, : Butterworth-Heinemann, 2007 |
| Descrizione fisica | 1 online resource (825 p.) |
| Disciplina | 629.134/31 |
| Collana | Elsevier aerospace engineering series |
| Soggetto topico | Airframes |
| ISBN |
1-281-05184-5
0-08-048831-5 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Aircraft Structures for engineering students; Copyright Page; Contents; Preface; Preface to Second Edition; Preface to Third Edition; Preface to Fourth Edition; Part A: Fundamentals of Structural Analysis; Section A1 Elasticity; Chapter 1 Basic elasticity; 1.1 Stress; 1.2 Notation for forces and stresses; 1.3 Equations of equilibrium; 1.4 Plane stress; 1.5 Boundary conditions; 1.6 Determination of stresses on inclined planes; 1.7 Principal stresses; 1.8 Mohr's circle of stress; 1.9 Strain; 1.10 Compatibility equations; 1.11 Plane strain
1.12 Determination of strains on inclined planes1.13 Principal strains; 1.14 Mohr's circle of strain; 1.15 Stress-strain relationships; 1.16 Experimental measurement of surface strains; References; Problems; Chapter 2 Two-dimensional problems in elasticity; 2.1 Two-dimensional problems; 2.2 Stress functions; 2.3 Inverse and semi-inverse methods; 2.4 St. Venant's principle; 2.5 Displacements; 2.6 Bending of an end-loaded cantilever; Reference; Problems; Chapter 3 Torsion of solid sections; 3.1 Prandtl stress function solution; 3.2 St. Venant warping function solution; 3.3 The membrane analogy 3.4 Torsion of a narrow rectangular stripReferences; Problems; Section A2 Virtual Work, Energy and Matrix Methods; Chapter 4 Virtual work and energy methods; 4.1 Work; 4.2 Principle of virtual work; 4.3 Applications of the principle of virtual work; References; Problems; Chapter 5 Energy methods; 5.1 Strain energy and complementary energy; 5.2 The principle of the stationary value of the total complementary energy; 5.3 Application to deflection problems; 5.4 Application to the solution of statically indeterminate systems; 5.5 Unit load method; 5.6 Flexibility method 5.7 Total potential energy5.8 The principle of the stationary value of the total potential energy; 5.9 Principle of superposition; 5.10 The reciprocal theorem; 5.11 Temperature effects; References; Further reading; Problems; Chapter 6 Matrix methods; 6.1 Notation; 6.2 Stiffness matrix for an elastic spring; 6.3 Stiffness matrix for two elastic springs in line; 6.4 Matrix analysis of pin-jointed frameworks; 6.5 Application to statically indeterminate frameworks; 6.6 Matrix analysis of space frames; 6.7 Stiffness matrix for a uniform beam; 6.8 Finite element method for continuum structures ReferencesFurther reading; Problems; Section A3 Thin Plate Theory; Chapter 7 Bending of thin plates; 7.1 Pure bending of thin plates; 7.2 Plates subjected to bending and twisting; 7.3 Plates subjected to a distributed transverse load; 7.4 Combined bending and in-plane loading of a thin rectangular plate; 7.5 Bending of thin plates having a small initial curvature; 7.6 Energy method for the bending of thin plates; References; Problems; Section A4 Structural Instability; Chapter 8 Columns; 8.1 Euler buckling of columns; 8.2 Inelastic buckling; 8.3 Effect of initial imperfections 8.4 Stability of beams under transverse and axial loads |
| Record Nr. | UNINA-9910784459103321 |
|
Megson T. H. G (Thomas Henry Gordon)
|
||
| Oxford ; ; Burlington, MA, : Butterworth-Heinemann, 2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Aircraft structures for engineering students [[electronic resource] /] / T.H.G. Megson
| Aircraft structures for engineering students [[electronic resource] /] / T.H.G. Megson |
| Autore | Megson T. H. G (Thomas Henry Gordon) |
| Edizione | [4th ed.] |
| Pubbl/distr/stampa | Oxford ; ; Burlington, MA, : Butterworth-Heinemann, 2007 |
| Descrizione fisica | 1 online resource (825 p.) |
| Disciplina | 629.134/31 |
| Collana | Elsevier aerospace engineering series |
| Soggetto topico | Airframes |
| ISBN |
1-281-05184-5
0-08-048831-5 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Aircraft Structures for engineering students; Copyright Page; Contents; Preface; Preface to Second Edition; Preface to Third Edition; Preface to Fourth Edition; Part A: Fundamentals of Structural Analysis; Section A1 Elasticity; Chapter 1 Basic elasticity; 1.1 Stress; 1.2 Notation for forces and stresses; 1.3 Equations of equilibrium; 1.4 Plane stress; 1.5 Boundary conditions; 1.6 Determination of stresses on inclined planes; 1.7 Principal stresses; 1.8 Mohr's circle of stress; 1.9 Strain; 1.10 Compatibility equations; 1.11 Plane strain
1.12 Determination of strains on inclined planes1.13 Principal strains; 1.14 Mohr's circle of strain; 1.15 Stress-strain relationships; 1.16 Experimental measurement of surface strains; References; Problems; Chapter 2 Two-dimensional problems in elasticity; 2.1 Two-dimensional problems; 2.2 Stress functions; 2.3 Inverse and semi-inverse methods; 2.4 St. Venant's principle; 2.5 Displacements; 2.6 Bending of an end-loaded cantilever; Reference; Problems; Chapter 3 Torsion of solid sections; 3.1 Prandtl stress function solution; 3.2 St. Venant warping function solution; 3.3 The membrane analogy 3.4 Torsion of a narrow rectangular stripReferences; Problems; Section A2 Virtual Work, Energy and Matrix Methods; Chapter 4 Virtual work and energy methods; 4.1 Work; 4.2 Principle of virtual work; 4.3 Applications of the principle of virtual work; References; Problems; Chapter 5 Energy methods; 5.1 Strain energy and complementary energy; 5.2 The principle of the stationary value of the total complementary energy; 5.3 Application to deflection problems; 5.4 Application to the solution of statically indeterminate systems; 5.5 Unit load method; 5.6 Flexibility method 5.7 Total potential energy5.8 The principle of the stationary value of the total potential energy; 5.9 Principle of superposition; 5.10 The reciprocal theorem; 5.11 Temperature effects; References; Further reading; Problems; Chapter 6 Matrix methods; 6.1 Notation; 6.2 Stiffness matrix for an elastic spring; 6.3 Stiffness matrix for two elastic springs in line; 6.4 Matrix analysis of pin-jointed frameworks; 6.5 Application to statically indeterminate frameworks; 6.6 Matrix analysis of space frames; 6.7 Stiffness matrix for a uniform beam; 6.8 Finite element method for continuum structures ReferencesFurther reading; Problems; Section A3 Thin Plate Theory; Chapter 7 Bending of thin plates; 7.1 Pure bending of thin plates; 7.2 Plates subjected to bending and twisting; 7.3 Plates subjected to a distributed transverse load; 7.4 Combined bending and in-plane loading of a thin rectangular plate; 7.5 Bending of thin plates having a small initial curvature; 7.6 Energy method for the bending of thin plates; References; Problems; Section A4 Structural Instability; Chapter 8 Columns; 8.1 Euler buckling of columns; 8.2 Inelastic buckling; 8.3 Effect of initial imperfections 8.4 Stability of beams under transverse and axial loads |
| Record Nr. | UNINA-9910823744103321 |
|
Megson T. H. G (Thomas Henry Gordon)
|
||
| Oxford ; ; Burlington, MA, : Butterworth-Heinemann, 2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural and stress analysis
| Structural and stress analysis |
| Autore | Megson T. H. G (Thomas Henry Gordon) |
| Pubbl/distr/stampa | [Place of publication not identified], : Butterworth Heinemann is an imprint of Elsevier, 2014 |
| Disciplina | 624.171 |
| Soggetto topico |
Structural analysis (Engineering)
Strains and stresses Civil & Environmental Engineering Engineering & Applied Sciences Civil Engineering |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910464671403321 |
|
Megson T. H. G (Thomas Henry Gordon)
|
||
| [Place of publication not identified], : Butterworth Heinemann is an imprint of Elsevier, 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural and stress analysis
| Structural and stress analysis |
| Autore | Megson T. H. G (Thomas Henry Gordon) |
| Pubbl/distr/stampa | [Place of publication not identified], : Butterworth Heinemann is an imprint of Elsevier, 2014 |
| Disciplina | 624.171 |
| Soggetto topico |
Structural analysis (Engineering)
Strains and stresses Civil & Environmental Engineering Engineering & Applied Sciences Civil Engineering |
| Classificazione |
BAU 150f
UF 1800 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910789032303321 |
|
Megson T. H. G (Thomas Henry Gordon)
|
||
| [Place of publication not identified], : Butterworth Heinemann is an imprint of Elsevier, 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural and stress analysis
| Structural and stress analysis |
| Autore | Megson T. H. G (Thomas Henry Gordon) |
| Pubbl/distr/stampa | [Place of publication not identified], : Butterworth Heinemann is an imprint of Elsevier, 2014 |
| Disciplina | 624.171 |
| Soggetto topico |
Structural analysis (Engineering)
Strains and stresses Civil & Environmental Engineering Engineering & Applied Sciences Civil Engineering |
| Classificazione |
BAU 150f
UF 1800 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910811810803321 |
|
Megson T. H. G (Thomas Henry Gordon)
|
||
| [Place of publication not identified], : Butterworth Heinemann is an imprint of Elsevier, 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural and stress analysis [[electronic resource] /] / T.H.G. Megson
| Structural and stress analysis [[electronic resource] /] / T.H.G. Megson |
| Autore | Megson T. H. G (Thomas Henry Gordon) |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier Butterworth Heineman, 2005 |
| Descrizione fisica | 1 online resource (739 p.) |
| Disciplina | 624.1/7 |
| Soggetto topico |
Structural analysis (Engineering)
Strains and stresses |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-280-63888-5
9786610638888 0-08-045534-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Structural and Stress Analysis; Contents; Preface to First Edition; Preface to Second Edition; CHAPTER 1 Introduction; 1.1 Function of a structure; 1.2 Loads; 1.3 Structural systems; BEAMS; TRUSSES; MOMENT FRAMES; ARCHES; CABLES; SHEAR AND CORE WALLS; CONTINUUM STRUCTURES; 1.4 Support systems; 1.5 Statically determinate and indeterminate structures; 1.6 Analysis and design; 1.7 Structural and load idealization; 1.8 Structural elements; 1.9 Materials of construction; STEEL; CONCRETE; TIMBER; MASONRY; ALUMINIUM; CAST IRON, WROUGHT IRON; COMPOSITE MATERIALS; 1.10 The use of computers
CHAPTER 2 Principles of Statics2.1 Force; PARALLELOGRAM OF FORCES; THE RESULTANT OF A SYSTEM OF CONCURRENT FORCES; EQUILIBRANT OF A SYSTEM OF CONCURRENT FORCES; THE RESULTANT OF A SYSTEM OF NON-CONCURRENT FORCES; 2.2 Moment of a force; COUPLES; EQUIVALENT FORCE SYSTEMS; 2.3 The resultant of a system of parallel forces; 2.4 Equilibrium of force systems; 2.5 Calculation of support reactions; PROBLEMS; CHAPTER 3 Normal Force, Shear Force, Bending Moment and Torsion; 3.1 Types of load; AXIAL LOAD; SHEAR LOAD; BENDING MOMENT; TORSION; 3.2 Notation and sign convention; 3.3 Normal force 3.4 Shear force and bending moment3.5 Load, shear force and bending moment relationships; 3.6 Torsion; 3.7 Principle of superposition; PROBLEMS; CHAPTER 4 Analysis of Pin-jointed Trusses; 4.1 Types of truss; 4.2 Assumptions in truss analysis; 4.3 Idealization of a truss; 4.4 Statical determinacy; 4.5 Resistance of a truss to shear force and bending moment; 4.6 Method of joints; 4.7 Method of sections; 4.8 Method of tension coefficients; 4.9 Graphical method of solution; 4.10 Compound trusses; 4.11 Space trusses; 4.12 A computer-based approach; PROBLEMS; CHAPTER 5 Cables 5.1 Lightweight cables carrying concentrated loads5.2 Heavy cables; GOVERNING EQUATION FOR DEFLECTED SHAPE; CABLE UNDER ITS OWN WEIGHT; CABLE SUBJECTED TO A UNIFORM HORIZONTALLY DISTRIBUTED LOAD; SUSPENSION BRIDGES; PROBLEMS; CHAPTER 6 Arches; 6.1 The linear arch; 6.2 The three-pinned arch; SUPPORT REACTIONS - SUPPORTS ON SAME HORIZONTAL LEVEL; SUPPORT REACTIONS - SUPPORTS ON DIFFERENT LEVELS; 6.3 A three-pinned parabolic arch carrying a uniform horizontally distributed load; 6.4 Bending moment diagram for a three-pinned arch; PROBLEMS; CHAPTER 7 Stress and Strain 7.1 Direct stress in tension and compression7.2 Shear stress in shear and torsion; 7.3 Complementary shear stress; 7.4 Direct strain; 7.5 Shear strain; 7.6 Volumetric strain due to hydrostatic pressure; 7.7 Stress-strain relationships; HOOKE'S LAW AND YOUNG'S MODULUS; SHEAR MODULUS; VOLUME OR BULK MODULUS; 7.8 Poisson effect; 7.9 Relationships between the elastic constants; 7.10 Strain energy in simple tension or compression; DEFLECTION OF A SIMPLE TRUSS; COMPOSITE STRUCTURAL MEMBERS; THERMAL EFFECTS; INITIAL STRESSES AND PRESTRESSING; 7.11 Plane stress; 7.12 Plane strain; PROBLEMS CHAPTER 8 Properties of Engineering Materials |
| Record Nr. | UNINA-9910457709103321 |
|
Megson T. H. G (Thomas Henry Gordon)
|
||
| Amsterdam ; ; Boston, : Elsevier Butterworth Heineman, 2005 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural and stress analysis [[electronic resource] /] / T.H.G. Megson
| Structural and stress analysis [[electronic resource] /] / T.H.G. Megson |
| Autore | Megson T. H. G (Thomas Henry Gordon) |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier Butterworth Heineman, 2005 |
| Descrizione fisica | 1 online resource (739 p.) |
| Disciplina | 624.1/7 |
| Soggetto topico |
Structural analysis (Engineering)
Strains and stresses |
| ISBN |
1-280-63888-5
9786610638888 0-08-045534-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Structural and Stress Analysis; Contents; Preface to First Edition; Preface to Second Edition; CHAPTER 1 Introduction; 1.1 Function of a structure; 1.2 Loads; 1.3 Structural systems; BEAMS; TRUSSES; MOMENT FRAMES; ARCHES; CABLES; SHEAR AND CORE WALLS; CONTINUUM STRUCTURES; 1.4 Support systems; 1.5 Statically determinate and indeterminate structures; 1.6 Analysis and design; 1.7 Structural and load idealization; 1.8 Structural elements; 1.9 Materials of construction; STEEL; CONCRETE; TIMBER; MASONRY; ALUMINIUM; CAST IRON, WROUGHT IRON; COMPOSITE MATERIALS; 1.10 The use of computers
CHAPTER 2 Principles of Statics2.1 Force; PARALLELOGRAM OF FORCES; THE RESULTANT OF A SYSTEM OF CONCURRENT FORCES; EQUILIBRANT OF A SYSTEM OF CONCURRENT FORCES; THE RESULTANT OF A SYSTEM OF NON-CONCURRENT FORCES; 2.2 Moment of a force; COUPLES; EQUIVALENT FORCE SYSTEMS; 2.3 The resultant of a system of parallel forces; 2.4 Equilibrium of force systems; 2.5 Calculation of support reactions; PROBLEMS; CHAPTER 3 Normal Force, Shear Force, Bending Moment and Torsion; 3.1 Types of load; AXIAL LOAD; SHEAR LOAD; BENDING MOMENT; TORSION; 3.2 Notation and sign convention; 3.3 Normal force 3.4 Shear force and bending moment3.5 Load, shear force and bending moment relationships; 3.6 Torsion; 3.7 Principle of superposition; PROBLEMS; CHAPTER 4 Analysis of Pin-jointed Trusses; 4.1 Types of truss; 4.2 Assumptions in truss analysis; 4.3 Idealization of a truss; 4.4 Statical determinacy; 4.5 Resistance of a truss to shear force and bending moment; 4.6 Method of joints; 4.7 Method of sections; 4.8 Method of tension coefficients; 4.9 Graphical method of solution; 4.10 Compound trusses; 4.11 Space trusses; 4.12 A computer-based approach; PROBLEMS; CHAPTER 5 Cables 5.1 Lightweight cables carrying concentrated loads5.2 Heavy cables; GOVERNING EQUATION FOR DEFLECTED SHAPE; CABLE UNDER ITS OWN WEIGHT; CABLE SUBJECTED TO A UNIFORM HORIZONTALLY DISTRIBUTED LOAD; SUSPENSION BRIDGES; PROBLEMS; CHAPTER 6 Arches; 6.1 The linear arch; 6.2 The three-pinned arch; SUPPORT REACTIONS - SUPPORTS ON SAME HORIZONTAL LEVEL; SUPPORT REACTIONS - SUPPORTS ON DIFFERENT LEVELS; 6.3 A three-pinned parabolic arch carrying a uniform horizontally distributed load; 6.4 Bending moment diagram for a three-pinned arch; PROBLEMS; CHAPTER 7 Stress and Strain 7.1 Direct stress in tension and compression7.2 Shear stress in shear and torsion; 7.3 Complementary shear stress; 7.4 Direct strain; 7.5 Shear strain; 7.6 Volumetric strain due to hydrostatic pressure; 7.7 Stress-strain relationships; HOOKE'S LAW AND YOUNG'S MODULUS; SHEAR MODULUS; VOLUME OR BULK MODULUS; 7.8 Poisson effect; 7.9 Relationships between the elastic constants; 7.10 Strain energy in simple tension or compression; DEFLECTION OF A SIMPLE TRUSS; COMPOSITE STRUCTURAL MEMBERS; THERMAL EFFECTS; INITIAL STRESSES AND PRESTRESSING; 7.11 Plane stress; 7.12 Plane strain; PROBLEMS CHAPTER 8 Properties of Engineering Materials |
| Record Nr. | UNINA-9910784457303321 |
|
Megson T. H. G (Thomas Henry Gordon)
|
||
| Amsterdam ; ; Boston, : Elsevier Butterworth Heineman, 2005 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural and stress analysis / / T.H.G. Megson
| Structural and stress analysis / / T.H.G. Megson |
| Autore | Megson T. H. G (Thomas Henry Gordon) |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier Butterworth Heineman, 2005 |
| Descrizione fisica | 1 online resource (739 p.) |
| Disciplina | 624.1/7 |
| Soggetto topico |
Structural analysis (Engineering)
Strains and stresses |
| ISBN |
1-280-63888-5
9786610638888 0-08-045534-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Structural and Stress Analysis; Contents; Preface to First Edition; Preface to Second Edition; CHAPTER 1 Introduction; 1.1 Function of a structure; 1.2 Loads; 1.3 Structural systems; BEAMS; TRUSSES; MOMENT FRAMES; ARCHES; CABLES; SHEAR AND CORE WALLS; CONTINUUM STRUCTURES; 1.4 Support systems; 1.5 Statically determinate and indeterminate structures; 1.6 Analysis and design; 1.7 Structural and load idealization; 1.8 Structural elements; 1.9 Materials of construction; STEEL; CONCRETE; TIMBER; MASONRY; ALUMINIUM; CAST IRON, WROUGHT IRON; COMPOSITE MATERIALS; 1.10 The use of computers
CHAPTER 2 Principles of Statics2.1 Force; PARALLELOGRAM OF FORCES; THE RESULTANT OF A SYSTEM OF CONCURRENT FORCES; EQUILIBRANT OF A SYSTEM OF CONCURRENT FORCES; THE RESULTANT OF A SYSTEM OF NON-CONCURRENT FORCES; 2.2 Moment of a force; COUPLES; EQUIVALENT FORCE SYSTEMS; 2.3 The resultant of a system of parallel forces; 2.4 Equilibrium of force systems; 2.5 Calculation of support reactions; PROBLEMS; CHAPTER 3 Normal Force, Shear Force, Bending Moment and Torsion; 3.1 Types of load; AXIAL LOAD; SHEAR LOAD; BENDING MOMENT; TORSION; 3.2 Notation and sign convention; 3.3 Normal force 3.4 Shear force and bending moment3.5 Load, shear force and bending moment relationships; 3.6 Torsion; 3.7 Principle of superposition; PROBLEMS; CHAPTER 4 Analysis of Pin-jointed Trusses; 4.1 Types of truss; 4.2 Assumptions in truss analysis; 4.3 Idealization of a truss; 4.4 Statical determinacy; 4.5 Resistance of a truss to shear force and bending moment; 4.6 Method of joints; 4.7 Method of sections; 4.8 Method of tension coefficients; 4.9 Graphical method of solution; 4.10 Compound trusses; 4.11 Space trusses; 4.12 A computer-based approach; PROBLEMS; CHAPTER 5 Cables 5.1 Lightweight cables carrying concentrated loads5.2 Heavy cables; GOVERNING EQUATION FOR DEFLECTED SHAPE; CABLE UNDER ITS OWN WEIGHT; CABLE SUBJECTED TO A UNIFORM HORIZONTALLY DISTRIBUTED LOAD; SUSPENSION BRIDGES; PROBLEMS; CHAPTER 6 Arches; 6.1 The linear arch; 6.2 The three-pinned arch; SUPPORT REACTIONS - SUPPORTS ON SAME HORIZONTAL LEVEL; SUPPORT REACTIONS - SUPPORTS ON DIFFERENT LEVELS; 6.3 A three-pinned parabolic arch carrying a uniform horizontally distributed load; 6.4 Bending moment diagram for a three-pinned arch; PROBLEMS; CHAPTER 7 Stress and Strain 7.1 Direct stress in tension and compression7.2 Shear stress in shear and torsion; 7.3 Complementary shear stress; 7.4 Direct strain; 7.5 Shear strain; 7.6 Volumetric strain due to hydrostatic pressure; 7.7 Stress-strain relationships; HOOKE'S LAW AND YOUNG'S MODULUS; SHEAR MODULUS; VOLUME OR BULK MODULUS; 7.8 Poisson effect; 7.9 Relationships between the elastic constants; 7.10 Strain energy in simple tension or compression; DEFLECTION OF A SIMPLE TRUSS; COMPOSITE STRUCTURAL MEMBERS; THERMAL EFFECTS; INITIAL STRESSES AND PRESTRESSING; 7.11 Plane stress; 7.12 Plane strain; PROBLEMS CHAPTER 8 Properties of Engineering Materials |
| Record Nr. | UNINA-9910824462503321 |
|
Megson T. H. G (Thomas Henry Gordon)
|
||
| Amsterdam ; ; Boston, : Elsevier Butterworth Heineman, 2005 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||