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Freischneiden in der Festigkeitslehre / / Philipp Steibler
| Freischneiden in der Festigkeitslehre / / Philipp Steibler |
| Autore | Steibler Philipp |
| Pubbl/distr/stampa | Berlin, [Germany] ; ; Boston, [Massachusetts] : , : De Gruyter Oldenbourg, , 2017 |
| Descrizione fisica | 1 online resource (334 pages) : illustrations |
| Disciplina | 621.8/2 |
| Collana | De Gruyter Studium |
| Soggetto topico |
Machine parts
Machinery Strength of materials |
| Soggetto genere / forma | Electronic books. |
| ISBN | 3-11-048129-4 |
| Classificazione | UF 1800 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ger |
| Nota di contenuto | Frontmatter -- Vorwort -- Inhalt -- 1 Einleitung -- 2 Kräfte und Momente -- 3 Schwerpunkt und Flächenmomente n-ten Grades -- 4 Freischneiden und Bestimmung der Schnittgrößen -- 5 Reibung -- 6 Spannungen und Dehnungen -- 7 Spannungs- und Verformungsberechnung am Balken -- 8 Eulerscher Knickstab -- Anhang A -- Anhang B -- Stichwortverzeichnis |
| Record Nr. | UNINA-9910466259803321 |
Steibler Philipp
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| Berlin, [Germany] ; ; Boston, [Massachusetts] : , : De Gruyter Oldenbourg, , 2017 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Freischneiden in der Festigkeitslehre / / Philipp Steibler
| Freischneiden in der Festigkeitslehre / / Philipp Steibler |
| Autore | Steibler Philipp |
| Pubbl/distr/stampa | Berlin, [Germany] ; ; Boston, [Massachusetts] : , : De Gruyter Oldenbourg, , 2017 |
| Descrizione fisica | 1 online resource (334 pages) : illustrations |
| Disciplina | 621.8/2 |
| Collana | De Gruyter Studium |
| Soggetto topico |
Machine parts
Machinery Strength of materials |
| ISBN | 3-11-048129-4 |
| Classificazione | UF 1800 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ger |
| Nota di contenuto | Frontmatter -- Vorwort -- Inhalt -- 1 Einleitung -- 2 Kräfte und Momente -- 3 Schwerpunkt und Flächenmomente n-ten Grades -- 4 Freischneiden und Bestimmung der Schnittgrößen -- 5 Reibung -- 6 Spannungen und Dehnungen -- 7 Spannungs- und Verformungsberechnung am Balken -- 8 Eulerscher Knickstab -- Anhang A -- Anhang B -- Stichwortverzeichnis |
| Record Nr. | UNINA-9910792991503321 |
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Steibler Philipp
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| Berlin, [Germany] ; ; Boston, [Massachusetts] : , : De Gruyter Oldenbourg, , 2017 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Freischneiden in der Festigkeitslehre / / Philipp Steibler
| Freischneiden in der Festigkeitslehre / / Philipp Steibler |
| Autore | Steibler Philipp |
| Pubbl/distr/stampa | Berlin, [Germany] ; ; Boston, [Massachusetts] : , : De Gruyter Oldenbourg, , 2017 |
| Descrizione fisica | 1 online resource (334 pages) : illustrations |
| Disciplina | 621.8/2 |
| Collana | De Gruyter Studium |
| Soggetto topico |
Machine parts
Machinery Strength of materials |
| ISBN | 3-11-048129-4 |
| Classificazione | UF 1800 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ger |
| Nota di contenuto | Frontmatter -- Vorwort -- Inhalt -- 1 Einleitung -- 2 Kräfte und Momente -- 3 Schwerpunkt und Flächenmomente n-ten Grades -- 4 Freischneiden und Bestimmung der Schnittgrößen -- 5 Reibung -- 6 Spannungen und Dehnungen -- 7 Spannungs- und Verformungsberechnung am Balken -- 8 Eulerscher Knickstab -- Anhang A -- Anhang B -- Stichwortverzeichnis |
| Record Nr. | UNINA-9910813555603321 |
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Steibler Philipp
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| Berlin, [Germany] ; ; Boston, [Massachusetts] : , : De Gruyter Oldenbourg, , 2017 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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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 |
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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
| 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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The theory of critical distances [[electronic resource] ] : a new perspective in fracture mechanics / / David Taylor
| The theory of critical distances [[electronic resource] ] : a new perspective in fracture mechanics / / David Taylor |
| Autore | Taylor David |
| Pubbl/distr/stampa | Amsterdam ; ; London, : Elsevier, c2007 |
| Descrizione fisica | 1 online resource (307 p.) |
| Disciplina | 620.1126 |
| Soggetto topico |
Fracture mechanics
Fracture mechanics - Mathematical models |
| ISBN |
1-281-07670-8
9786611076702 0-08-055472-5 |
| Classificazione |
UF 1800
UF 3150 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; The Theory of Critical Distances: A New Perspective in Fracture Mechanics; Copyright Page; Contents; Preface; Nomenclature; Chapter 1. Introduction; 1.1 Stress-Strain Curves; 1.2 Failure Mechanisms; 1.3 Stress Concentrations; 1.4 Elastic Stress Fields for Notches and Cracks; 1.5 Fracture Mechanics; 1.6 The Failure of Notched Specimens; 1.7 Finite Element Analysis; 1.8 Concluding Remarks: Limitations and Challenges in Failure Prediction; Chapter 2. The Theory of Critical Distances: Basics; 2.1 Introduction; 2.2 Example 1: Brittle Fracture in a Notched Specimen
2.3 Example 2: Fatigue Failure in an Engineering Component2.4 Relating the TCD to LEFM; 2.5 Finding Values for the Material Constants; 2.6 Some Other TCD Methods: The LM, AM and VM; 2.7 Example 3: Predicting Size Effects; 2.8 Concluding Remarks; Chapter 3. The Theory of Critical Distances in Detail; 3.1 Introduction; 3.2 History; 3.3 Related Theories; 3.4 What is the TCD? Towards a General Definition; Chapter 4. Other Theories of Fracture; 4.1 Introduction; 4.2 Some Classifications; 4.3 Mechanistic Models; 4.4 Statistical Models; 4.5 Modified Fracture Mechanics 4.6 Plastic-Zone and Process-Zone Theories4.7 Damage Mechanics; 4.8 Concluding Remarks; Chapter 5. Ceramics; 5.1 Introduction; 5.2 Engineering Ceramics; 5.3 Building materials; 5.4 Geological Materials; 5.5 Nanomaterials; 5.6 Concluding Remarks; Chapter 6. Polymers; 6.1 Introduction; 6.2 Notches; 6.3 Size Effects; 6.4 Constraint and the Ductile-Brittle Transition; 6.5 Strain Rate and Temperature Effects; 6.6 Discussion; Chapter 7. Metals; 7.1 Introduction; 7.2 Predicting Brittle Fracture Using the TCD; 7.3 Discussion; Chapter 8. Composites; 8.1 Introduction 8.2 Early Work on the TCD: Whitney and Nuismer8.3 Does L Vary with Notch Size?; 8.4 Non-damaging Notches; 8.5 Practical Applications; 8.6 Other Theoretical Models; 8.7 Fracture of Bone; 8.8 Values of L for Composite Materials; 8.9 Concluding Remarks; Chapter 9. Fatigue; 9.1 Introduction; 9.2 Fatigue Limit Predictions; 9.3 Finite Life Predictions; 9.4 Multiaxial and Variable Amplitude Loading; 9.5 Fatigue in Non-Metallic Materials; 9.6 Other Recent Theories; 9.7 Concluding Remarks; Chapter 10. Contact Problems; 10.1 Introduction; 10.2 Contact Situations; 10.3 Contact Stress Fields 12.4 Failure Analysis of a Marine Component |
| Record Nr. | UNINA-9910784615503321 |
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Taylor David
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| Amsterdam ; ; London, : Elsevier, c2007 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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