Download PDF by N.E. Shanmugam, C.M. Wang: Analysis and Design of Plated Structures. Volume 1 Stability

By N.E. Shanmugam, C.M. Wang

ISBN-10: 1855739674

ISBN-13: 9781855739673

Metal and different kinds of plated constructions are utilized in numerous functions from aircrafts to ships and offshore systems to bridges, energy vegetation and cranes. A key factor within the use of those constructions is their balance behaviour lower than compressive pressure. research and layout of plated constructions studies the wealth of study during this vital region and its implications for layout, security and maintenance.

The e-book considers some of the different types of buckling that plated buildings are inclined to come upon. Chapters additionally overview buckling in a number fabrics from metal to differing kinds of composite. The booklet additionally discusses the behaviour of different types of elements utilized in steel-plated constructions. those parts comprise metal beams and columns in addition to curved, stiffened, corrugated, laminated and different forms of plate design.

With its wonderful editors and foreign workforce of individuals, research and layout of plated constructions is an invaluable ordinary reference for civil engineers considering the layout of plated structures.

  • Discusses the behaviour of metal and different plated constructions whilst less than stress
  • Extensive assurance of the main study during this vital area
  • Compiled via a global crew of special contributors

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Extra resources for Analysis and Design of Plated Structures. Volume 1 Stability

Example text

1999), Buckling analysis of thick laminated plates: higherorder theory with rotatory moments. Journal of Thermoplastic Composite Materials, 12, 336–350. J. J. (1986), The vibration and stability of symmetrically-laminated composite rectangular plates subjected to in-plane stresses. Composite Structures, 5(2), 281–307. J. L. (1982), Buckling of rectangular Mindlin plates. Computer and Structures, 15, 461–471. Eisenberger, M. (1991), Buckling loads for variable cross-section members with variable axial forces.

Five combinations of boundary conditions are presented: in three cases, two opposite edges are simply supported, and for these the results are the exact values, and for the other two the results have very small relative errors. The loading cases considered are unidirectional combination of compressive force and in-plane moment, and bidirectional combination of compressive force and in-plane moment, with β = Ny/Nx, and the loading direction as shown in Fig. 3. All the results given in this Table are for the case where the high-order curvature terms are not considered (µ = 0).

A. A. (2001), The Behaviour and Design of Steel Structures to BS5950, 3rd edn (British), Spon Press, London. W. (1985), Instability of thin-walled bars. Journal of Engineering Mechanics, ASCE, 111(7), 923–935. , Kitipornchai, S. A. (1999), Design of Portal Frame Buildings, 3rd edn, AISC, Sydney. 1 Introduction Plate elements are used in civil, mechanical, aeronautical and marine engineering structures. Consideration of buckling loads for such plates is essential to ensure an efficient and reliable design.

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Analysis and Design of Plated Structures. Volume 1 Stability by N.E. Shanmugam, C.M. Wang


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