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140122 ||| eng |
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|a 9783662010280
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| 100 |
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|a Flügge, Wilhelm
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| 245 |
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|a Stresses in Shells
|h Elektronische Ressource
|c by Wilhelm Flügge
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| 250 |
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|a 1st ed. 1960
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| 260 |
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|a Berlin, Heidelberg
|b Springer Berlin Heidelberg
|c 1960, 1960
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| 300 |
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|a XI, 499 p. 285 illus
|b online resource
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|a 1 General Properties of Stress Systems in Shells -- 1.1 Definitions -- 1.2 Membrane Forces in Arbitrary Directions -- 1.3 Transformation of Moments -- 2 Direct Stresses in Shells of Revolution -- 2.1 General Differential Equations -- 2.2 Loads Having Axial Symmetry -- 2.3 Shells of Constant Strength -- 2.4 Loads without Axial Symmetry -- 2.5 Deformations -- 3 Direct Stresses in Cylindrical Shells -- 3.1 Statically Determinate Problems -- 3.2 Deformations -- 3.3 Statically Indeterminate Structures -- 3.4 Polygonal Domes -- 3.5 Folded Structures -- 4 Direct Stresses in Shells of Arbitrary Shape -- 4.1 Conditions of Equilibrium -- 4.2 Elliptic Problems -- 4.3 Hyperbolic Problems -- 4.4 Membrane Forces in Affine Shells -- 5 Bending of Circular Cylindrical Shells -- 5.1 Differential Equations -- 5.2 Solution of the Inhomogeneous Problem -- 5.3 Loads Applied to the Edges x = const -- 5.4 Loads Applied to the Edges ? = const -- 5.5 Cylindrical Tanks and Related Problems -- 5.6 Anisotropie Shells -- 5.7 Folded Structures -- 6 Bending Stresses in Shells of Revolution -- 6.1 Differential Equations -- 6.2 Axially Symmetric Loads -- 6.3 Solution for the Higher Harmonics -- 7 Buckling of Shells -- 7.1 Introduction -- 7.2 Cylindrical Shell -- 7.3 Spherical Shell -- Appendix Forces and Deformations in Circular Rings -- 1. Radial Load -- 2. Tangential Load -- 3. Load Normal to the Plane of the Ring -- 4. External Moments, Turning about the Ring Axis
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| 653 |
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|a Condensed Matter Physics
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| 653 |
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|a Engineering design
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| 653 |
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|a Engineering Design
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| 653 |
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|a Condensed matter
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| 041 |
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7 |
|a eng
|2 ISO 639-2
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| 989 |
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|b SBA
|a Springer Book Archives -2004
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| 028 |
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|a 10.1007/978-3-662-01028-0
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| 856 |
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|u https://doi.org/10.1007/978-3-662-01028-0?nosfx=y
|x Verlag
|3 Volltext
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|a 6,200,042
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| 520 |
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|a There are many ways to write a book on shells. The author might, for example, devote his attention exclusively to a special type, such as shell roofs or pressure vessels, and consider all the minor details of stress calculations and even the design. On the other hand, he might stress the mathematical side of the subject to such an extent that he virtually writes a book on differential equations under the guise of the mechanical subject. The present hook has been kept away from these extremes. At first sight it may look to many people like a mathematics book, but it is hoped that the serious reader will soon see that it has been written by an engineer and for engineers. In a theoretical subject such as this one, it is, of course, not possible to get very far with the multiplication table and elementary trigonom etry alone. The ma,thematical prerequisites vary widely in different parts of the book, depending on the subject. In some parts ordinary differential equations with constant coefficients are all that is needed
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