By N.E. Shanmugam, C.M. Wang
Metal and different sorts of plated constructions are utilized in various purposes from aircrafts to ships and offshore systems to bridges, strength crops and cranes. A key factor within the use of those buildings is their balance behaviour below compressive rigidity. research and layout of plated constructions stories the wealth of analysis during this very important region and its implications for layout, defense and maintenance.
The ebook considers some of the kinds of buckling that plated buildings tend to stumble upon. Chapters additionally assessment buckling in a variety of fabrics from metal to differing kinds of composite. The e-book additionally discusses the behaviour of differing kinds of parts utilized in steel-plated constructions. those elements contain metal beams and columns in addition to curved, stiffened, corrugated, laminated and different forms of plate design.
With its amazing editors and foreign workforce of participants, research and layout of plated constructions is an invaluable usual reference for civil engineers keen on the layout of plated structures.
- Discusses the behaviour of metal and different plated constructions whilst less than stress
- Extensive assurance of the major examine during this very important area
- Compiled via a global staff of extraordinary contributors
Read or Download Analysis and Design of Plated Structures. Volume 1 Stability PDF
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Additional resources for Analysis and Design of Plated Structures. Volume 1 Stability
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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. International Journal of Solids and Structures, 27(2), 135–143. Eisenberger, M. and Alexandrov, A. (2003), Buckling loads of variable thickness thin isotropic plates. Thin-Walled Structures, 41, 871–889. Eisenberger, M. (1995), Dynamic stiffness matrix for variable cross-section Timoshenko beams.
1, β = 0, µ = 1. 1, β = 0, µ = 1. 1, λ0 for µ = 0 and λ1 for µ = 1. 1, λ0 for µ = 0 and λ1 for µ = 1. 1, λ0 for µ = 0 and λ1 for µ = 1. 1, λ0 for µ = 0 and λ1 for µ = 1. , Hoshdar, S. A. (2000), On the use of bubble functions in the local buckling analysis of plate structures by the spline finite strip method. International Journal for Numerical Methods in Engineering, 48(4), 583–593. W. K. (2003), Buckling of rectangular plates subjected to nonlinearly distributed in-plane loading. International Journal of Solids and Structures, 40(16), 4097–4106.