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Aircraft structures for engineering students / / T.H.G. Megson
| Aircraft structures for engineering students / / T.H.G. Megson |
| Autore | Megson T. H. G (Thomas Henry Gordon) |
| Edizione | [7th ed.] |
| Pubbl/distr/stampa | Oxford, : Butterworth-Heinemann, 2022 |
| Descrizione fisica | 1 online resource (xv, 944 p.) : ill |
| Disciplina | 629.13431 |
| Collana | Elsevier aerospace engineering series |
| Soggetto topico |
Airframes
Structural analysis (Engineering) |
| ISBN |
9780323902113
0323902111 9780128228685 0128228687 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Part A: Fundamentals of Structural Analysis -- Section A1: Elasticity -- 1. Basic elasticity -- 2. Two-dimensional problems in elasticity -- 3. Torsion of solid sections -- Section A2: Virtual work, energy, and matrix methods -- 4. Virtual work and energy methods -- 5. Energy methods -- 6. Matrix methods Section -- A3: Thin plate theory -- 7. Bending of thin plates -- Section A4: Structural instability -- 8. Columns -- 9. Thin plates -- Section A5: Vibration of structures -- 10. Structural vibration -- Part B: Analysis of Aircraft Structures Section -- B1: Principles of stressed skin construction -- 11. Materials -- 12. Structural components of aircraft -- Section B2: Airworthiness and airframe loads -- 13. Airworthiness -- 14. Airframe loads -- 15. Fatigue -- Section B3: Bending, shear and torsion of thin-walled beams -- 16. Bending of open and closed, thin-walled beams -- 17. Shear of beams -- 18. Torsion of beams -- 19. Combined open and closed section beams -- 20. Structural idealization -- Section B4: Stress analysis of aircraft components -- 21. Wing spars and box beams -- 22. Fuselages -- 23. Wings -- 24. Fuselage frames and wing ribs -- 25. Laminated composite structures -- Section B5: Structural and loading discontinuities -- 26. Closed section beams -- 27. Open section beams -- Section B6: Introduction to aeroelasticity -- 28. Wing problems -- Appendix: Design of a rear fuselage -- Index. |
| Record Nr. | UNINA-9911007031803321 |
Megson T. H. G (Thomas Henry Gordon)
|
||
| Oxford, : Butterworth-Heinemann, 2022 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Aircraft structures for engineering students / / T. H. G. Megson
| Aircraft structures for engineering students / / T. H. G. Megson |
| Autore | Megson T. H. G (Thomas Henry Gordon) |
| Edizione | [5th ed.] |
| Pubbl/distr/stampa | Oxford, England ; ; Waltham, Mass., : Butterworth-Heinemann, c2013 |
| Descrizione fisica | 1 online resource (875 p.) |
| Disciplina | 629.134/31 |
| Collana | Elsevier aerospace engineering series |
| Soggetto topico |
Airframes
Structural analysis (Engineering) |
| ISBN | 0-08-096906-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Aircraft Structures for engineering students; Copyright; Dedication; Contents; Preface; Part A: Fundamentals of structural analysis; Section A1: Elasticity; Chapter 1: Basic elasticity; Stress; Notation for forces and stresses; Equations of equilibrium; Plane stress; Boundary conditions; Determination of stresses on inclined planes; Principal stresses; Mohr's circle of stress; Strain; Compatibility equations; Plane strain; Determination of strains on inclined planes; Principal strains; Mohr's circle of strain; Stress-strain relationships; Temperature effects
Experimental measurement of surface strainsReferences; Additional Reading; Chapter 2: Two-dimensional problems in elasticity; Two-dimensional problems; Stress functions; Inverse and semi-inverse methods; St. venant's principle; Displacements; Bending of an end-loaded cantilever; Reference; Chapter 3: Torsion of solid sections; Prandtl stress function solution; St. Venant warping function solution; The membrane analogy; Torsion of a narrow rectangular strip; References; Section A2: Virtual work, energy, and matrix methods; Chapter 4: Virtual work and energy methods; Work Principle of virtual workPrinciple of virtual work for a particle; Principle of virtual work for a rigid body; Virtual work in a deformable body; Work done by internal force systems; Axial force; Shear force; Bending moment; Torsion; Hinges; Sign of internal virtual work; Virtual work due to external force systems; Use of virtual force systems; Applications of the principle of virtual work; Reference; Chapter 5: Energy methods; Strain energy and complementary energy; Principle of the stationary value of the total complementary energy; Application to deflection problems Application to the solution of statically indeterminate systemsUnit load method; Flexibility method; Self-straining trusses; Total potential energy; Principle of the stationary value of the total potential energy; Principle of superposition; Reciprocal theorem; Temperature effects; References; Further reading; Chapter 6: Matrix methods; Notation; Stiffness matrix for an elastic spring; Stiffness matrix for two elastic springs in line; Matrix analysis of pin-jointed frameworks; Application to statically indeterminate frameworks; Matrix analysis of space frames Stiffness matrix for a uniform beamFinite element method for continuum structures; Stiffness matrix for a beam-element; Stiffness matrix for a triangular finite element; Stiffness matrix for a quadrilateral element; References; Further reading; Section A3: Thin plate theory; Chapter 7: Bending of thin plates; Pure bending of thin plates; Plates subjected to bending and twisting; Plates subjected to a distributed transverse load; The simply supported edge; The built-in edge; The free edge; Combined bending and in-plane loading of a thin rectangular plate Bending of thin plates having a small initial curvature |
| Record Nr. | UNINA-9911007084103321 |
|
Megson T. H. G (Thomas Henry Gordon)
|
||
| Oxford, England ; ; Waltham, Mass., : Butterworth-Heinemann, c2013 | ||
| 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 |
| 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 / / T.H.G. Megson
| Aircraft structures for engineering students / / 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 |
9781281051844
1281051845 9780080488318 0080488315 |
| 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-9910959672303321 |
|
Megson T. H. G (Thomas Henry Gordon)
|
||
| Oxford ; ; Burlington, MA, : Butterworth-Heinemann, 2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Introduction to aircraft structural analysis / / T.H.G. Megson
| Introduction to aircraft structural analysis / / T.H.G. Megson |
| Autore | Megson T. H. G (Thomas Henry Gordon) |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Butterworth-Heinemann, c2010 |
| Descrizione fisica | 1 online resource (645 p.) |
| Disciplina |
629.134/31
629.1341 |
| Altri autori (Persone) | MegsonT. H. G (Thomas Henry Gordon) |
| Soggetto topico |
Airframes
Structural analysis (Engineering) |
| ISBN |
9786612541766
9781282541764 1282541765 9781856179331 1856179338 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; An Introduction to Aircraft Structural Analysis; Copyright Page; Table of Contents; Preface; 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 PLANES; 1.13 PRINCIPAL STRAINS; 1.14 MOHR'S CIRCLE OF STRAIN; 1.15 STRESS-STRAIN RELATIONSHIPS
1.16 EXPERIMENTAL MEASUREMENT OF SURFACE STRAINSChapter 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; 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 STRIP; 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 Chapter 5. Energy Methods5.1 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 ENERGY; 5.8 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; Chapter 6. Matrix Methods; 6.1 NOTATION; 6.2 STIFFNESS MATRIX FOR AN ELASTIC SPRING 6.3 STIFFNESS MATRIX FOR TWO ELASTIC SPRINGS IN LINE6.4 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; 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 PLATESChapter 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; 8.5 ENERGY METHOD FOR THE CALCULATION OF BUCKLING LOADS IN COLUMNS; 8.6 FLEXURAL-TORSIONAL BUCKLING OF THIN-WALLED COLUMNS; Chapter 9. Thin Plates; 9.1 BUCKLING OF THIN PLATES; 9.2 INELASTIC BUCKLING OF PLATES; 9.3 EXPERIMENTAL DETERMINATION OF CRITICAL LOAD FOR A FLAT PLATE; 9.4 LOCAL INSTABILITY; 9.5 INSTABILITY OF STIFFENED PANELS 9.6 FAILURE STRESS IN PLATES AND STIFFENED PANELS |
| Record Nr. | UNINA-9911004749603321 |
|
Megson T. H. G (Thomas Henry Gordon)
|
||
| Amsterdam ; ; Boston, : Butterworth-Heinemann, c2010 | ||
| 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) |
| Edizione | [3rd ed.] |
| Pubbl/distr/stampa | [Place of publication not identified], : Butterworth Heinemann is an imprint of Elsevier, 2014 |
| Descrizione fisica | 1 online resource (1185 pages) |
| 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 |
| Nota di contenuto |
Front Cover -- Structural and Stress Analysis -- Copyright Page -- Contents -- Preface to the First Edition -- Preface to the Second Edition -- Preface to the Third Edition -- 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 -- 2 Principles of Statics -- 2.1 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 -- Solutions to Chapter 2 Problems -- 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 moment -- 3.5 Load, shear force and bending moment relationships -- 3.6 Torsion -- 3.7 Principle of superposition -- Problems -- Solutions to Chapter 3 Problems -- 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 -- Solutions to Chapter 4 Problems -- 5 Cables -- 5.1 Lightweight cables carrying concentrated loads -- 5.2 Heavy cables -- Governing equation for deflected shape -- Cable under its own weight -- Cable subjected to a uniform horizontally distributed load -- Suspension bridges -- Problems -- Solutions to Chapter 5 Problems -- 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 -- Solutions to Chapter 6 Problems -- 7 Stress and Strain -- 7.1 Direct stress in tension and compression -- 7.2 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 -- Solutions to Chapter 7 Problems -- 8 Properties of Engineering Materials -- 8.1 Classification of engineering materials -- Ductility -- Brittleness -- Elastic materials -- Plasticity -- Isotropic materials -- Anisotropic materials -- Orthotropic materials -- 8.2 Testing of engineering materials -- Tensile tests -- Compression tests -- Bending tests -- Shear tests -- Hardness tests -- Impact tests. 8.3 Stress-strain curves -- Low carbon steel (mild steel) -- Aluminium -- Brittle materials -- Composites -- 8.4 Strain hardening -- 8.5 Creep and relaxation -- 8.6 Fatigue -- Crack propagation -- 8.7 Design methods -- 8.8 Material properties -- Problems -- Solutions to Chapter 8 Problems -- 9 Bending of Beams -- 9.1 Symmetrical bending -- Assumptions -- Direct stress distribution -- Elastic section modulus -- 9.2 Combined bending and axial load -- Core of a rectangular section -- Core of a circular section -- 9.3 Anticlastic bending -- 9.4 Strain energy in bending -- 9.5 Unsymmetrical bending -- Assumptions -- Sign conventions and notation -- Direct stress distribution -- Position of the neutral axis -- 9.6 Calculation of section properties -- Parallel axes theorem -- Theorem of perpendicular axes -- Second moments of area of standard sections -- Product second moment of area -- Approximations for thin-walled sections -- Second moments of area of inclined and curved thin-walled sections -- 9.7 Principal axes and principal second moments of area -- 9.8 Effect of shear forces on the theory of bending -- 9.9 Load, shear force and bending moment relationships, general case -- Problems -- Solutions to Chapter 9 Problems -- 10 Shear of Beams -- 10.1 Shear stress distribution in a beam of unsymmetrical section -- 10.2 Shear stress distribution in symmetrical sections -- 10.3 Strain energy due to shear -- 10.4 Shear stress distribution in thin-walled open section beams -- Shear centre -- 10.5 Shear stress distribution in thin-walled closed section beams -- Shear centre -- Problems -- Solutions to Chapter 10 Problems -- 11 Torsion of Beams -- 11.1 Torsion of solid and hollow circular section bars -- Torsion of a circular section hollow bar -- Statically indeterminate circular section bars under torsion -- 11.2 Strain energy due to torsion. 11.3 Plastic torsion of circular section bars -- 11.4 Torsion of a thin-walled closed section beam -- 11.5 Torsion of solid section beams -- 11.6 Warping of cross sections under torsion -- Problems -- Solutions to Chapter 11 Problems -- 12 Composite Beams -- 12.1 Steel-reinforced timber beams -- 12.2 Reinforced concrete beams -- Elastic theory -- Ultimate load theory -- 12.3 Steel and concrete beams -- Problems -- Solutions to Chapter 12 Problems -- 13 Deflection of Beams -- 13.1 Differential equation of symmetrical bending -- 13.2 Singularity functions -- 13.3 Moment-area method for symmetrical bending -- 13.4 Deflections due to unsymmetrical bending -- 13.5 Deflection due to shear -- 13.6 Statically indeterminate beams -- Method of superposition -- Built-in or fixed-end beams -- Fixed beam with a sinking support -- Problems -- Solutions to Chapter 13 Problems -- 14 Complex Stress and Strain -- 14.1 Representation of stress at a point -- 14.2 Determination of stresses on inclined planes -- Biaxial stress system -- General two-dimensional case -- 14.3 Principal stresses -- 14.4 Mohr's circle of stress -- 14.5 Stress trajectories -- 14.6 Determination of strains on inclined planes -- 14.7 Principal strains -- 14.8 Mohr's circle of strain -- 14.9 Experimental measurement of surface strains and stresses -- 14.10 Theories of elastic failure -- Ductile materials -- Maximum shear stress theory -- Shear strain energy theory -- Design application -- Yield loci -- Brittle materials -- Maximum normal stress theory -- Problems -- Solutions to Chapter 14 Problems -- 15 Virtual Work and Energy Methods -- 15.1 Work -- 15.2 Principle of virtual work -- Principle of virtual work for a particle -- Principle of virtual work for a rigid body -- Virtual work in a deformable body -- Work done by internal force systems -- Axial force -- Shear force -- Bending moment. Torsion -- Hinges -- Sign of internal virtual work -- Virtual work due to external force systems -- Use of virtual force systems -- Applications of the principle of virtual work -- 15.3 Energy methods -- Strain energy and complementary energy -- The principle of the stationary value of the total complementary energy -- Temperature effects -- Potential energy -- The principle of the stationary value of the total potential energy -- 15.4 Reciprocal theorems -- Theorem of reciprocal displacements -- Theorem of reciprocal work -- Problems -- Solutions to Chapter 15 Problems -- 16 Analysis of Statically Indeterminate Structures -- 16.1 Flexibility and stiffness methods -- 16.2 Degree of statical indeterminacy -- Rings -- The entire structure -- The completely stiff structure -- Degree of statical indeterminacy -- Trusses -- 16.3 Kinematic indeterminacy -- 16.4 Statically indeterminate beams -- 16.5 Statically indeterminate trusses -- Self-straining trusses -- 16.6 Braced beams -- 16.7 Portal frames -- 16.8 Two-pinned arches -- Secant assumption -- Tied arches -- Segmental arches -- 16.9 Slope-deflection method -- 16.10 Moment distribution -- Principle -- Fixed-end moments -- Stiffness coefficient -- Distribution factor -- Stiffness coefficients and carry over factors -- Continuous beams -- 16.11 Portal frames -- Problems -- Solutions to Chapter 16 Problems -- 17 Matrix Methods of Analysis -- 17.1 Axially loaded members -- 17.2 Stiffness matrix for a uniform beam -- 17.3 Finite element method for continuum structures -- Stiffness matrix for a beam-element -- Stiffness matrix for a triangular finite element -- Stiffness matrix for a quadrilateral element -- Problems -- Solutions to Chapter 17 Problems -- 18 Plastic Analysis of Beams and Frames -- 18.1 Theorems of plastic analysis -- The uniqueness theorem -- The lower bound, or safe, theorem. The upper bound, or unsafe, theorem. |
| Record Nr. | UNINA-9910965718703321 |
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Megson T. H. G (Thomas Henry Gordon)
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| [Place of publication not identified], : Butterworth Heinemann is an imprint of Elsevier, 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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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 | ||
| ||
