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Analysis of shell-type structures subjected to time-dependent mechanical and thermal loading [[electronic resource] ] : a semi-annual status report / / by G.J. Simitses and R. Riff
| Analysis of shell-type structures subjected to time-dependent mechanical and thermal loading [[electronic resource] ] : a semi-annual status report / / by G.J. Simitses and R. Riff |
| Autore | Simitses George J. <1932-> |
| Pubbl/distr/stampa | [Washington, D.C.] : , : National Aeronautics and Space Administration, , [1988] |
| Descrizione fisica | 1 online resource (47 unnumbered pages) : illustrations |
| Altri autori (Persone) | RiffR |
| Collana | NASA-CR |
| Soggetto topico |
Loads (forces)
Mechanical properties Structural analysis Thermal analysis Thin walled shells Time dependence |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Altri titoli varianti | Analysis of shell-type structures subjected to time-dependent mechanical and thermal loading |
| Record Nr. | UNINA-9910698706303321 |
Simitses George J. <1932->
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| [Washington, D.C.] : , : National Aeronautics and Space Administration, , [1988] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Analysis of shell-type structures subjected to time-dependent mechanical and thermal loading [[electronic resource] ] : a semi-annual status report submitted to NASA-Lewis Research Center, Cleveland, Ohio / / by G.J. Simitses, R.L. Carlson, and R. Riff
| Analysis of shell-type structures subjected to time-dependent mechanical and thermal loading [[electronic resource] ] : a semi-annual status report submitted to NASA-Lewis Research Center, Cleveland, Ohio / / by G.J. Simitses, R.L. Carlson, and R. Riff |
| Autore | Simitses George J. <1932-> |
| Pubbl/distr/stampa | [Cleveland, Ohio] : , : [National Aeronautics and Space Administration, Lewis Research Center], , [1987] |
| Descrizione fisica | 1 volume |
| Altri autori (Persone) |
CarlsonR. L
RiffR |
| Collana | NASA-CR |
| Soggetto topico |
Creep properties
Mathematical models Shells (structural forms) Structural analysis Thermal buckling Viscoplasticity |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Altri titoli varianti | Analysis of shell-type structures subjected to time-dependent mechanical and thermal loading |
| Record Nr. | UNINA-9910698816003321 |
|
Simitses George J. <1932->
|
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| [Cleveland, Ohio] : , : [National Aeronautics and Space Administration, Lewis Research Center], , [1987] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Fundamentals of structural stability [[electronic resource] /] / George J. Simitses, Dewey H. Hodges
| Fundamentals of structural stability [[electronic resource] /] / George J. Simitses, Dewey H. Hodges |
| Autore | Simitses George J. <1932-> |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier/Butterworth-Heinemann, c2006 |
| Descrizione fisica | 1 online resource (402 p.) |
| Disciplina | 624.1/71 |
| Altri autori (Persone) | HodgesDewey H |
| Soggetto topico |
Structural stability
Buckling (Mechanics) |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-281-22766-8
9786611227661 0-08-050705-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
copyright; Contents; front matter; Preface; body; 1 Introduction and Fundamentals; 1.1 Motivation; 1.2 Stability or Instability of Structures; 1.3 Continuous Deformable Elastic Bodies; 1.4 Brief Historical Sketch; 2 Mechanical Stability Models; 2.1 Model A; A One-Degree-of-Freedom Model; 2.2 Model B; A One-Degree-of-Freedom Model; 2.3 Model C; A Two-Degree-of-Freedom Model; 2.4 Model D; A Snapthrough Model; 2.5 Models of Imperfect Geometries; 2.6 Discussion of the Methods; 3 Elastic Buckling of Columns; 3.1 Special Functions; 3.2 Beam Theory; 3.3 Buckling of Columns
3.4 The Kinetic Approach3.5 Elastically Supported Columns; 3.6 Critical Spring Stiffness; 3.7 Elastica Theory for Beams; 3.8 Buckling of Thin-Walled Beam-Columns; 4 Buckling of Frames; 4.1 Beam-Column Theory; 4.2 Application of Beam-Column Theory to the Buckling of Rotationally Restrained Columns; 4.3 Rectangular Rigid Frames; 4.4 The Simply Supported Portal Frame; 4.5 Alternate Approach; 4.6 Nonlinear Analysis; 5 The Energy Criterion and Energy-Based Methods; 5.1 Remarks on the Energy Criterion; 5.2 Timoshenko's Method; 5.3 The Rayleigh-Ritz Method; 5.4 The Column by the Trefftz Criterion 5.5 The Galerkin Method5.6 Some Comments on Koiter's Theory; 6 Columns on Elastic Foundations; 6.1 Basic Considerations; 6.2 The Pinned-Pinned Column; 6.3 Rayleigh-Ritz Solution; 6.4 The General Case; 7 Buckling of Ring and Arches; 7.1 The Thin Circular Ring; 7.2 High Circular Arches Under Pressure; 7.3 Alternate Approach for Rings and Arches; 7.4 Shallow Arches; 7.5 The Sinusoidal Pinned Arch; 7.6 The Low Arch by the Trefftz Criterion; 7.7 Energy Formulation Based on Geometrically Exact Theory; 7.8 Alternative Formulation Based on Elastica Theory; 8 Buckling of Shafts 8.1 Perturbation Equations Governing Buckling8.2 Energy Approach; 8.3 Application of Forces and Moments-Boundary Conditions; 8.4 Example Problems; 9 Lateral-Torsional Buckling of Deep Beams; 9.1 Pinned-Pinned Beam; 9.2 Cantilevered Beam Under Bending Moment; 9.3 Cantilevered Beam Under Transverse Force; 10 Instabilities Associated with Rotating Beams; 10.1 Axial Instability of Radial Rods; 10.2 Buckling of Rotating Radial Beams; 11 Nonconservative Systems; 11.1 Preliminary Remarks; 11.2 Mechanical Follower Force Model; 11.3 Beck's Column; 11.4 Leipholz's Column 11.5 Cantilevered Shaft Subject to Tangential Torque11.6 Deep Cantilever with Transverse Follower Force at the Tip; 11.7 Fully Intrinsic Formulation for Beams; 12 Dynamic Stability; 12.1 Introduction and Fundamental Concepts; 12.2 The Total Potential Energy Approach: Concepts and Procedure; 12.3 Extension of the Dynamic Stability Concept; 12.4 Behavior of Suddenly Loaded Systems; 12.5 Simple Mechanical Models; back matter; Appendix: Work and Energy-Related Principles and Theorems; A.1 Strain Energy; A.2 The Principle of Virtual Displacement or Virtual Work A.3 Derivatives of the Principle of Virtual Work |
| Record Nr. | UNINA-9910457967603321 |
|
Simitses George J. <1932->
|
||
| Amsterdam ; ; Boston, : Elsevier/Butterworth-Heinemann, c2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Fundamentals of structural stability [[electronic resource] /] / George J. Simitses, Dewey H. Hodges
| Fundamentals of structural stability [[electronic resource] /] / George J. Simitses, Dewey H. Hodges |
| Autore | Simitses George J. <1932-> |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier/Butterworth-Heinemann, c2006 |
| Descrizione fisica | 1 online resource (402 p.) |
| Disciplina | 624.1/71 |
| Altri autori (Persone) | HodgesDewey H |
| Soggetto topico |
Structural stability
Buckling (Mechanics) |
| ISBN |
1-281-22766-8
9786611227661 0-08-050705-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
copyright; Contents; front matter; Preface; body; 1 Introduction and Fundamentals; 1.1 Motivation; 1.2 Stability or Instability of Structures; 1.3 Continuous Deformable Elastic Bodies; 1.4 Brief Historical Sketch; 2 Mechanical Stability Models; 2.1 Model A; A One-Degree-of-Freedom Model; 2.2 Model B; A One-Degree-of-Freedom Model; 2.3 Model C; A Two-Degree-of-Freedom Model; 2.4 Model D; A Snapthrough Model; 2.5 Models of Imperfect Geometries; 2.6 Discussion of the Methods; 3 Elastic Buckling of Columns; 3.1 Special Functions; 3.2 Beam Theory; 3.3 Buckling of Columns
3.4 The Kinetic Approach3.5 Elastically Supported Columns; 3.6 Critical Spring Stiffness; 3.7 Elastica Theory for Beams; 3.8 Buckling of Thin-Walled Beam-Columns; 4 Buckling of Frames; 4.1 Beam-Column Theory; 4.2 Application of Beam-Column Theory to the Buckling of Rotationally Restrained Columns; 4.3 Rectangular Rigid Frames; 4.4 The Simply Supported Portal Frame; 4.5 Alternate Approach; 4.6 Nonlinear Analysis; 5 The Energy Criterion and Energy-Based Methods; 5.1 Remarks on the Energy Criterion; 5.2 Timoshenko's Method; 5.3 The Rayleigh-Ritz Method; 5.4 The Column by the Trefftz Criterion 5.5 The Galerkin Method5.6 Some Comments on Koiter's Theory; 6 Columns on Elastic Foundations; 6.1 Basic Considerations; 6.2 The Pinned-Pinned Column; 6.3 Rayleigh-Ritz Solution; 6.4 The General Case; 7 Buckling of Ring and Arches; 7.1 The Thin Circular Ring; 7.2 High Circular Arches Under Pressure; 7.3 Alternate Approach for Rings and Arches; 7.4 Shallow Arches; 7.5 The Sinusoidal Pinned Arch; 7.6 The Low Arch by the Trefftz Criterion; 7.7 Energy Formulation Based on Geometrically Exact Theory; 7.8 Alternative Formulation Based on Elastica Theory; 8 Buckling of Shafts 8.1 Perturbation Equations Governing Buckling8.2 Energy Approach; 8.3 Application of Forces and Moments-Boundary Conditions; 8.4 Example Problems; 9 Lateral-Torsional Buckling of Deep Beams; 9.1 Pinned-Pinned Beam; 9.2 Cantilevered Beam Under Bending Moment; 9.3 Cantilevered Beam Under Transverse Force; 10 Instabilities Associated with Rotating Beams; 10.1 Axial Instability of Radial Rods; 10.2 Buckling of Rotating Radial Beams; 11 Nonconservative Systems; 11.1 Preliminary Remarks; 11.2 Mechanical Follower Force Model; 11.3 Beck's Column; 11.4 Leipholz's Column 11.5 Cantilevered Shaft Subject to Tangential Torque11.6 Deep Cantilever with Transverse Follower Force at the Tip; 11.7 Fully Intrinsic Formulation for Beams; 12 Dynamic Stability; 12.1 Introduction and Fundamental Concepts; 12.2 The Total Potential Energy Approach: Concepts and Procedure; 12.3 Extension of the Dynamic Stability Concept; 12.4 Behavior of Suddenly Loaded Systems; 12.5 Simple Mechanical Models; back matter; Appendix: Work and Energy-Related Principles and Theorems; A.1 Strain Energy; A.2 The Principle of Virtual Displacement or Virtual Work A.3 Derivatives of the Principle of Virtual Work |
| Record Nr. | UNINA-9910784639903321 |
|
Simitses George J. <1932->
|
||
| Amsterdam ; ; Boston, : Elsevier/Butterworth-Heinemann, c2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Fundamentals of structural stability / / George J. Simitses, Dewey H. Hodges
| Fundamentals of structural stability / / George J. Simitses, Dewey H. Hodges |
| Autore | Simitses George J. <1932-> |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier/Butterworth-Heinemann, c2006 |
| Descrizione fisica | 1 online resource (402 p.) |
| Disciplina | 624.1/71 |
| Altri autori (Persone) | HodgesDewey H |
| Soggetto topico |
Structural stability
Buckling (Mechanics) |
| ISBN |
1-281-22766-8
9786611227661 0-08-050705-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
copyright; Contents; front matter; Preface; body; 1 Introduction and Fundamentals; 1.1 Motivation; 1.2 Stability or Instability of Structures; 1.3 Continuous Deformable Elastic Bodies; 1.4 Brief Historical Sketch; 2 Mechanical Stability Models; 2.1 Model A; A One-Degree-of-Freedom Model; 2.2 Model B; A One-Degree-of-Freedom Model; 2.3 Model C; A Two-Degree-of-Freedom Model; 2.4 Model D; A Snapthrough Model; 2.5 Models of Imperfect Geometries; 2.6 Discussion of the Methods; 3 Elastic Buckling of Columns; 3.1 Special Functions; 3.2 Beam Theory; 3.3 Buckling of Columns
3.4 The Kinetic Approach3.5 Elastically Supported Columns; 3.6 Critical Spring Stiffness; 3.7 Elastica Theory for Beams; 3.8 Buckling of Thin-Walled Beam-Columns; 4 Buckling of Frames; 4.1 Beam-Column Theory; 4.2 Application of Beam-Column Theory to the Buckling of Rotationally Restrained Columns; 4.3 Rectangular Rigid Frames; 4.4 The Simply Supported Portal Frame; 4.5 Alternate Approach; 4.6 Nonlinear Analysis; 5 The Energy Criterion and Energy-Based Methods; 5.1 Remarks on the Energy Criterion; 5.2 Timoshenko's Method; 5.3 The Rayleigh-Ritz Method; 5.4 The Column by the Trefftz Criterion 5.5 The Galerkin Method5.6 Some Comments on Koiter's Theory; 6 Columns on Elastic Foundations; 6.1 Basic Considerations; 6.2 The Pinned-Pinned Column; 6.3 Rayleigh-Ritz Solution; 6.4 The General Case; 7 Buckling of Ring and Arches; 7.1 The Thin Circular Ring; 7.2 High Circular Arches Under Pressure; 7.3 Alternate Approach for Rings and Arches; 7.4 Shallow Arches; 7.5 The Sinusoidal Pinned Arch; 7.6 The Low Arch by the Trefftz Criterion; 7.7 Energy Formulation Based on Geometrically Exact Theory; 7.8 Alternative Formulation Based on Elastica Theory; 8 Buckling of Shafts 8.1 Perturbation Equations Governing Buckling8.2 Energy Approach; 8.3 Application of Forces and Moments-Boundary Conditions; 8.4 Example Problems; 9 Lateral-Torsional Buckling of Deep Beams; 9.1 Pinned-Pinned Beam; 9.2 Cantilevered Beam Under Bending Moment; 9.3 Cantilevered Beam Under Transverse Force; 10 Instabilities Associated with Rotating Beams; 10.1 Axial Instability of Radial Rods; 10.2 Buckling of Rotating Radial Beams; 11 Nonconservative Systems; 11.1 Preliminary Remarks; 11.2 Mechanical Follower Force Model; 11.3 Beck's Column; 11.4 Leipholz's Column 11.5 Cantilevered Shaft Subject to Tangential Torque11.6 Deep Cantilever with Transverse Follower Force at the Tip; 11.7 Fully Intrinsic Formulation for Beams; 12 Dynamic Stability; 12.1 Introduction and Fundamental Concepts; 12.2 The Total Potential Energy Approach: Concepts and Procedure; 12.3 Extension of the Dynamic Stability Concept; 12.4 Behavior of Suddenly Loaded Systems; 12.5 Simple Mechanical Models; back matter; Appendix: Work and Energy-Related Principles and Theorems; A.1 Strain Energy; A.2 The Principle of Virtual Displacement or Virtual Work A.3 Derivatives of the Principle of Virtual Work |
| Record Nr. | UNINA-9910823091803321 |
|
Simitses George J. <1932->
|
||
| Amsterdam ; ; Boston, : Elsevier/Butterworth-Heinemann, c2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||