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Pressure vessels : external pressure technology /
The choice of structural design and material is essential in preventing the external walls of a vessel from buckling under pressure. In this revised second edition of Pressure vessels, Carl Ross reviews the problem and uses both theoretical and practical examples to show how it can be solved for dif...
| Clasificación: | Libro Electrónico |
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| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Cambridge, UK ; Philadelphia, PA, USA :
Woodhead Pub.,
2011.
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| Edición: | 2nd ed. |
| Colección: | Woodhead Publishing in materials.
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| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Cover; Pressure vessels: External pressure technology; Copyright; Contents; Author contact details; Dedication; Preface; Acknowledgements; Notation; 1 An overview of pressure vessels under external pressure; 1.1 Pressure vessel types; 1.2 The spherical pressure vessel; 1.3 Cylinder/cone/dome pressure hulls; 1.4 Other vessels that withstand external pressure; 1.5 Weakening effect on ring-stiffeners owing to tilt; 1.6 Bulkheads; 1.7 Materials of construction; 1.8 Pressure, depth and compressibility; 2 Axisymmetric deformation of pressure vessels; 2.1 Axisymmetric yield failure.
- 2.2 Unstiffened circular cylinders and spheres2.3 Ring-stiffened circular cylinders; 2.4 Axisymmetric deformation of thin-walled cones and domes; 2.5 Thick-walled cones and domes; 2.6 Ring-stiffeners; 2.7 Plastic collapse; 2.8 Experimental procedure; 2.9 Theoretical plastic analysis; 2.10 Conclusions; 3 Shell instability of pressure vessels; 3.1 Shell instability of thin-walled circular cylinders; 3.2 Instability of thin-walled conical shells; 3.3 Buckling of orthotropic cylinders and cones; 3.4 Buckling of thin-walled domes; 3.5 Boundary conditions; 3.6 The legs of off-shore drilling rigs.
- 3.7 Some buckling formulae for domes and cones3.8 Inelastic instability; 3.9 Higher order elements for conical shells; 3.10 Higher order elements for hemi-ellipsoidal domes; 3.11 Varying thickness cylinders; 4 General instability of pressure vessels; 4.1 General instability of ring-stiffened circular cylinders; 4.2 Inelastic general instability of ring-stiffened circular cylinders; 4.3 General instability of ring-stiffened conical shells; 5 Vibration of pressure vessel shells; 5.1 Free vibration of unstiffened circular cylinders and cones.
- 5.2 Free vibration of ring-stiffened cylinders and cones5.3 Free vibrations of domes; 5.4 Higher order elements for thin-walled cones; 5.5 Higher order elements for thin-walled domes; 5.6 Effects of pressure on vibration; 5.7 Effects of added virtual mass; 5.8 Effects of damping; 6 Vibration of pressure vessel shells in water; 6.1 Free vibration of ring-stiffened cones in water; 6.2 Free vibration of domes in water; 6.3 Vibration of domes under external water pressure; 6.4 Vibration of unstiffened and ring-stiffened circular cylinders and cones under external hydrostatic pressure.
- 6.5 Effect of tank size7 Novel pressure hull designs; 7.1 Design of dome ends; 7.2 Design of cylindrical body; 7.3 Ring-stiffened or corrugated prolate domes; 7.4 A submarine for the oceans of Europa; 7.5 Conclusions; 8 Vibration and collapse of novel pressure hulls; 8.1 Buckling of corrugated circular cylinders under external hydrostatic pressure; 8.2 Buckling of a corrugated carbon-fibre-reinforced plastic (CFRP) cylinder; 8.3 Vibration of CFRP corrugated circular cylinder under external hydrostatic pressure.