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Books > Professional & Technical > Mechanical engineering & materials > Materials science
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Tables for the Design and Analysis of Stiffened Steel Plates (Hardcover, Softcover Repri)
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Tables for the Design and Analysis of Stiffened Steel Plates (Hardcover, Softcover Repri)
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Stiffened steel plates have been used for many years especially in
the fields of bridges, ships and towers. They are very efficient
components of a structure, having both a high strength - to -weight
ratio and a pleasing appearance. However, in some cases they have a
tendency to buckle in one mode or even two simultaneous modes. In
existing codes of practice designers have been supplied with many
comprehensive rules so that they can calculate failure loads
(collapse conditions) and the loads at which first yield occurs
(serviceability conditions). A key calculation in each of these
determinations is that which gives the critical stress. However,
the critical stress depends upon many features such as the boundary
conditions along the sides and at the ends and the geometry of the
cross-section. A short stiffened plate may buckle locally whereas a
longer panel with the same cross-section may buckle as a wide Euler
column. The labour involved in checking individual trial designs is
often formidable. It is the aim of this book to try to ease this
burden for designers. They will find that it is a simple matter to
use this book as if it were a catalogue of sectional properties.
Indeed the tables contained herein present the usual section
properties but they also indicate the stresses at which local
buckling occurs and the panel length beyond which global (i.e.
Euler type) buckling governs.
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