By N.E. Shanmugam, C.M. Wang
Metal and different kinds of plated constructions are utilized in numerous purposes from aircrafts to ships and offshore structures to bridges, energy crops and cranes. A key factor within the use of those constructions is their balance behaviour below compressive pressure. research and layout of plated buildings reports the wealth of study during this vital region and its implications for layout, protection and maintenance.
The ebook considers many of the sorts of buckling that plated constructions are inclined to stumble upon. Chapters additionally evaluate buckling in a variety of fabrics from metal to different types of composite. The e-book additionally discusses the behaviour of different types of parts utilized in steel-plated constructions. those elements contain metal beams and columns in addition to curved, stiffened, corrugated, laminated and different sorts of plate design.
With its distinctive editors and overseas staff of members, research and layout of plated buildings is an invaluable normal reference for civil engineers all in favour of the layout of plated structures.
- Discusses the behaviour of metal and different plated buildings while below stress
- Extensive insurance of the foremost study during this very important area
- Compiled by means of a world crew of uncommon contributors
Read or Download Analysis and Design of Plated Structures. Volume 1 Stability PDF
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Extra resources for Analysis and Design of Plated Structures. Volume 1 Stability
Stability of rectangular thick plates is analysed by varying the plate-aspect ratios, and the thickness-to-width ratios. Various combinations of boundary conditions are considered. The results obtained by both neglecting and including the effect of higher-order nonlinear curvature strain terms, are compared with those from the classical thin plate theory and with published results. Many new results are presented. 1c where ( u , v , w ) are the displacement components along the (x, y, z) coordinate directions, respectively, w0 is the transverse deflection of a point on the middle plane and ψx and ψy denote the rotations around the x and y axes.
Bert and Malik (1999) extended the formulation also to Reddy’s (1984) higher-order plate theory but did not present numerical results for the effect of the curvature terms on magnitude of the buckling load. Variable in-plane forces in the buckling analysis of rectangular plates have been recently studied by several authors. All these studies were made on the basis of the classical thin plate theory. Kang and Leissa (2001) presented the results for buckling factors of SS-F-SS-F plate loaded by unidirectional in-plane moment.
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. W. and Malik, M. (1997), On the buckling characteristics symmetrically laminated cross-ply plates. Mechanics of Composite Materials and Structures, 4(1), 39–67.