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Pressure Vessels: External Pressure Technology 2nd edition [Kietas viršelis]

(University of Portsmouth, UK)
  • Formatas: Hardback, 488 pages, aukštis x plotis: 234x156 mm, weight: 910 g
  • Išleidimo metai: 30-Apr-2011
  • Leidėjas: Woodhead Publishing Ltd
  • ISBN-10: 0857092480
  • ISBN-13: 9780857092489
Kitos knygos pagal šią temą:
Pressure Vessels: External Pressure Technology 2nd editionDidesnis paveikslėlis
  • Formatas: Hardback, 488 pages, aukštis x plotis: 234x156 mm, weight: 910 g
  • Išleidimo metai: 30-Apr-2011
  • Leidėjas: Woodhead Publishing Ltd
  • ISBN-10: 0857092480
  • ISBN-13: 9780857092489
Kitos knygos pagal šią temą:
Pastovi nuoroda: https://www.kriso.lt/db/9780857092489.html
Raktažodžiai:

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 different structures.

The second edition opens with an overview of the types of vessels under external pressure and materials used for construction. Axisymmetric deformation and different types of instability are discussed in the following chapters, with chapters 5 and 6 covering vibration of pressure vessel shells, both in water and out. Chapters 7 and 8 focus on novel pressure hulls, covering design, vibration and collapse, while chapters 9 and 10 concentrate on the design and non-linear analysis of submarine pressure hulls under external hydrostatic pressure. In chapter 11, the design, structure and materials of deep-diving underwater pressure vessels are discussed, focusing on their application in missile defence systems. Finally, chapter 12 analyses the vibration of a thin-walled shell under external water pressure, using ANSYSTM 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 different structures. 

The second edition opens with an overview of the types of vessels under external pressure and materials used for construction. Axisymmetric deformation and different types of instability are discussed in the following chapters, with chapters 5 and 6 covering vibration of pressure vessel shells, both in water and out. Chapters 7 and 8 focus on novel pressure hulls, covering design, vibration and collapse, while chapters 9 and 10 concentrate on the design and non-linear analysis of submarine pressure hulls under external hydrostatic pressure. In chapter 11, the design, structure and materials of deep-diving underwater pressure vessels are discussed, focusing on their application in missile defense systems. Finally, chapter 12 analyzes the vibration of a thin-walled shell under external water pressure, using ANSYSTM technology.

Recenzijos

"Throughout the book, detailed discussions on the fundamental principles, have been given. This will help engineers to quickly understand the various steps of a problem's solution." --Materials World, Robert A Burn Ceng MIMMM

Author contact details ix
Preface xiii
Acknowledgements xv
Notation xvii
1 An overview of pressure vessels under external pressure 1(14)
1.1 Pressure vessel types
1(1)
1.2 The spherical pressure vessel
1(3)
1.3 Cylinder/cone/dome pressure hulls
4(3)
1.4 Other vessels that withstand external pressure
7(1)
1.5 Weakening effect on ring-stiffeners owing to tilt
8(1)
1.6 Bulkheads
8(1)
1.7 Materials of construction
9(4)
1.8 Pressure, depth and compressibility
13(2)
2 Axisymmetric deformation of pressure vessels 15(85)
2.1 Axisymmetric yield failure
15(1)
2.2 Unstiffened circular cylinders and spheres
15(1)
2.3 Ring-stiffened circular cylinders
16(14)
2.4 Axisymmetric deformation of thin-walled cones and domes
30(22)
2.5 Thick-walled cones and domes
52(25)
2.6 Ring-stiffeners
77(6)
2.7 Plastic collapse
83(2)
2.8 Experimental procedure
85(10)
2.9 Theoretical plastic analysis
95(1)
2.10 Conclusions
96(4)
3 Shell instability of pressure vessels 100(65)
3.1 Shell instability of thin-walled circular cylinders
100(11)
3.2 Instability of thin-walled conical shells
111(6)
3.3 Buckling of orthotropic cylinders and cones
117(7)
3.4 Buckling of thin-walled domes
124(14)
3.5 Boundary conditions
138(3)
3.6 The legs of off-shore drilling rigs
141(1)
3.7 Some buckling formulae for domes and cones
142(2)
3.8 Inelastic instability
144(7)
3.9 Higher order elements for conical shells
151(8)
3.10 Higher order elements for hemi-ellipsoidal domes
159(4)
3.11 Varying thickness cylinders
163(2)
4 General instability of pressure vessels 165(27)
4.1 General instability of ring-stiffened circular cylinders
165(14)
4.2 Inelastic general instability of ring-stiffened circular cylinders
179(5)
4.3 General instability of ring-stiffened conical shells
184(8)
5 Vibration of pressure vessel shells 192(29)
5.1 Free vibration of unstiffened circular cylinders and cones
192(9)
5.2 Free vibration of ring-stiffened cylinders and cones
201(4)
5.3 Free vibrations of domes
205(9)
5.4 Higher order elements for thin-walled cones
214(2)
5.5 Higher order elements for thin-walled domes
216(1)
5.6 Effects of pressure on vibration
217(3)
5.7 Effects of added virtual mass
220(1)
5.8 Effects of damping
220(1)
6 Vibration of pressure vessel shells in water 221(59)
6.1 Free vibration of ring-stiffened cones in water
221(8)
6.2 Free vibration of domes in water
229(7)
6.3 Vibration of domes under external water pressure
236(7)
6.4 Vibration of unstiffened and ring-stiffened circular cylinders and cones under external hydrostatic pressure
243(32)
6.5 Effect of tank size
275(5)
7 Novel pressure hull designs 280(13)
7.1 Design of dome ends
280(4)
7.2 Design of cylindrical body
284(6)
7.3 Ring-stiffened or corrugated prolate domes
290(1)
7.4 A submarine for the oceans of Europa
291(1)
7.5 Conclusions
292(1)
8 Vibration and collapse of novel pressure hulls 293(62)
8.1 Buckling of corrugated circular cylinders under external hydrostatic pressure
293(10)
8.2 Buckling of a corrugated carbon-fibre-reinforced plastic (CFRP) cylinder
303(13)
8.3 Vibration of CFRP corrugated circular cylinder under external hydrostatic pressure
316(8)
8.4 Vibration and instability of tube-stiffened axisymmetric shells under external hydrostatic pressure
324(10)
8.5 Collapse of dome cup ends under external hydrostatic pressure
334(12)
8.6 A redesign of the corrugated food can
346(9)
9 Design of submarine pressure hulls to withstand buckling under external hydrostatic pressure 355(6)
9.1 Introduction
355(1)
9.2 The designs
356(4)
9.3 Conclusions
360(1)
10 Nonlinear analyses of model submarine pressure hulls using ANSYS 361(14)
10.1 Introduction
361(3)
10.2 Experimental analysis
364(4)
10.3 Theoretical analysis
368(4)
10.4 Conclusions
372(3)
11 Star wars underwater: deep-diving underwater pressure vessels for missile defence systems 375(18)
11.1 Introduction
375(2)
11.2 The design
377(2)
11.3 Manpower and living conditions
379(1)
11.4 Power requirements
380(1)
11.5 Environmental control and life support systems
381(3)
11.6 External requirements
384(1)
11.7 Size of elliptical structure
385(1)
11.8 Central spherical shell
385(1)
11.9 Connecting walkways
385(1)
11.10 Material property requirements
386(1)
11.11 Choice of material
386(4)
11.12 Pressure hull designs
390(1)
11.13 Required wall thickness
390(1)
11.14 Conclusions
391(2)
12 Vibration of a thin-walled shell under external water pressure using ANSYS 393(26)
12.1 Introduction
393(1)
12.2 Experimental method
394(1)
12.3 Theoretical basis of the finite element method
395(4)
12.4 Vibration analysis of a prolate dome in air
399(7)
12.5 Vibration analysis of the prolate dome in water
406(9)
12.6 Vibration analysis of the prolate dome under external pressure
415(3)
12.7 Conclusions
418(1)
References 419(9)
Appendix I Computer program for axisymmetric stresses in circular cylinders stiffened by equal-strength ring frames 428(4)
Appendix II Computer program for axisymmetric stresses in circular cylinders stiffened by unequal-strength ring frames 432(12)
Appendix III Computer programs for shell instability 444(4)
Appendix IV Computer programs for general instability 448(12)
Appendix V Conversion tables of imperial units to SI 460(3)
Index 463
Carl T. F. Ross is a Professor of Structural Dynamics at the University of Portsmouth.