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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.
结构设计和材料的选择对于防止容器外壁在压力下屈曲至关重要。在压力容器第二版的修订版中，Carl Ross回顾了这个问题，并用理论和实际例子说明了如何解决不同结构的问题。第二版开篇概述了承受外部压力的容器类型和用于建造的材料。接下来的章节将讨论轴对称变形和不同类型的失稳，第5章和第6章将讨论压力容器壳体在水中和外的振动。第7章和第8章重点介绍了新型耐压壳的设计、振动和倒塌，第9章和第10章重点介绍了潜艇耐压壳在外静水压力下的设计和非线性分析。第11章讨论了深潜水下压力容器的设计、结构和材料，重点介绍了其在导弹防御系统中的应用。最后，第十二章利用ANSYSTM技术分析了薄壁壳体在外水压作用下的振动。
1 An overview of pressure vessels under external pressure 11.1 Pressure vessel types 11.2 The spherical pressure vessel 11.3 Cylinder/cone/dome pressure hulls 41.4 Other vessels that withstand external pressure 71.5 Weakening effect on ring-stiffeners owing to tilt 81.6 Bulkheads 81.7 Materials of construction 91.8 Pressure, depth and compressibility 132 Axisymmetric deformation of pressure vessels 152.1 Axisymmetric yield failure 152.2 Unstiffened circular cylinders and spheres 152.3 Ring-stiffened circular cylinders 162.4 Axisymmetric deformation of thin-walled cones and domes 302.5 Thick-walled cones and domes 522.6 Ring-stiffeners 772.7 Plastic collapse 832.8 Experimental procedure 852.9 Theoretical plastic analysis 952.10 Conclusions 963 Shell instability of pressure vessels 1003.1 Shell instability of thin-walled circular cylinders 1003.2 Instability of thin-walled conical shells 1113.3 Buckling of orthotropic cylinders and cones 117
3.4 Buckling of thin-walled domes 1243.5 Boundary conditions 1383.6 The legs of off-shore drilling rigs 1413.7 Some buckling formulae for domes and cones 1423.8 Inelastic instability 1443.9 Higher order elements for conical shells 1513.10 Higher order elements for hemi-ellipsoidal domes 1593.11 Varying thickness cylinders 1634 General instability of pressure vessels 1654.1 General instability of ring-stiffened circular cylinders 1654.2 Inelastic general instability of ring-stiffened circular cylinders 1794.3 General instability of ring-stiffened conical shells 1845 Vibration of pressure vessel shells 1925.1 Free vibration of unstiffened circular cylinders and cones 1925.2 Free vibration of ring-stiffened cylinders and cones 2015.3 Free vibrations of domes 2055.4 Higher order elements for thin-walled cones 2145.5 Higher order elements for thin-walled domes 2165.6 Effects of pressure on vibration 2175.7 Effects of added virtual mass 2205.8 Effects of damping 2206 Vibration of pressure vessel shells in water 2216.1 Free vibration of ring-stiffened cones in water 2216.2 Free vibration of domes in water 2296.3 Vibration of domes under external water pressure 2366.4 Vibration of unstiffened and ring-stiffened circular cylinders and cones under external hydrostatic pressure 2436.5 Effect of tank size 275
7 Novel pressure hull designs 2807.1 Design of dome ends 2807.2 Design of cylindrical body 2847.3 Ring-stiffened or corrugated prolate domes 2907.4 A submarine for the oceans of Europa 2917.5 Conclusions 2928 Vibration and collapse of novel pressure hulls 2938.1 Buckling of corrugated circular cylinders under external hydrostatic pressure 293 Contents vii© Carl T. F. Ross, 20118.2 Buckling of a corrugated carbon-fi bre-reinforced plastic (CFRP) cylinder 3038.3 Vibration of CFRP corrugated circular cylinder under external hydrostatic pressure 3168.4 Vibration and instability of tube-stiffened axisymmetric shells under external hydrostatic pressure 3248.5 Collapse of dome cup ends under external hydrostatic pressure 3348.6 A redesign of the corrugated food can 346
9 Design of submarine pressure hulls to withstand buckling under external hydrostatic pressure 3559.1 Introduction 3559.2 The designs 3569.3 Conclusions 36010 Nonlinear analyses of model submarine pressure hulls using ANSYS 36110.1 Introduction 36110.2 Experimental analysis 36410.3 Theoretical analysis 36810.4 Conclusions 37211 Star wars underwater: deep-diving underwater pressure vessels for missile defence systems 37511.1 Introduction 37511.2 The design 37711.3 Manpower and living conditions 37911.4 Power requirements 38011.5 Environmental control and life support systems 38111.6 External requirements 38411.7 Size of elliptical structure 38511.8 Central spherical shell 38511.9 Connecting walkways 38511.10 Material property requirements 38611.11 Choice of material 38611.12 Pressure hull designs 39011.13 Required wall thickness 39011.14 Conclusions 391
12 Vibration of a thin-walled shell under external water pressure using ANSYS 39312.1 Introduction 393viii Contents© Carl T. F. Ross, 201112.2 Experimental method 39412.3 Theoretical basis of the fi nite element method 39512.4 Vibration analysis of a prolate dome in air 39912.5 Vibration analysis of the prolate dome in water 40612.6 Vibration analysis of the prolate dome under external pressure 41512.7 Conclusions 418
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