Michell Structures (Record no. 76799)

000 -LEADER
fixed length control field 03975nam a22005055i 4500
001 - CONTROL NUMBER
control field 978-3-319-95180-5
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20220801214830.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 180927s2019 sz | s |||| 0|eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 9783319951805
-- 978-3-319-95180-5
082 04 - CLASSIFICATION NUMBER
Call Number 620.105
100 1# - AUTHOR NAME
Author Lewiński, Tomasz.
245 10 - TITLE STATEMENT
Title Michell Structures
250 ## - EDITION STATEMENT
Edition statement 1st ed. 2019.
300 ## - PHYSICAL DESCRIPTION
Number of Pages XVII, 569 p. 310 illus., 79 illus. in color.
505 0# - FORMATTED CONTENTS NOTE
Remark 2 Introduction -- Optimum design of frames of finite number of bars: selected problems -- Michell structures designed in a plane. A single load case -- Michell structures in the space. A single load case -- Shells of revolution subjected to torsion -- Michell-like structures for multiple alternative load conditions. Designs in plane -- Michell-like structures for multiple alternative load conditions. Designs in space -- Rozvany's grillages -- Prager structures: optimum structures under transmissible loads -- Industrial applications -- References.
520 ## - SUMMARY, ETC.
Summary, etc The book covers the theory of Michell structures being the lightest and fully stressed systems of bars, designed within a given domain, possibly within the whole space, transmitting a given load towards a given support. Discovered already in 1904 by A.G.M. Michell, the structures named after him have attracted constant attention due to their peculiar feature of disclosing the optimal streams of stresses equilibrating a given load and thus determining the optimal layout of bars. The optimal layouts emerge from among all possible structural topologies, thus constituting unique designs being simultaneously light and stiff. The optimal structures turn out to be embedded in optimal vector fields covering the whole feasible domain. Key features include: a variationally consistent theory of bar systems; recapitulation of the theory of optimum design of trusses of minimum weight or of minimal compliance; the detailed description of the ground structure method with the newest adaptation scheme; the basis of 2D Michell theory for a single load case; kinematic and static approaches; 2D benchmark constructions including the optimal cantilevers; L-shape domain problems, three forces problem in 2D, bridge problems; revisiting the old - and delivering new - 3D benchmark solutions; extension to multiple load conditions; Rozvany’s grillages; Prager structures for transmissible loads; industrial applications. The book can be useful for graduate students, professional engineers and researchers specializing in the Optimum Design and in Topology Optimization in general.
700 1# - AUTHOR 2
Author 2 Sokół, Tomasz.
700 1# - AUTHOR 2
Author 2 Graczykowski, Cezary.
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier https://doi.org/10.1007/978-3-319-95180-5
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type eBooks
264 #1 -
-- Cham :
-- Springer International Publishing :
-- Imprint: Springer,
-- 2019.
336 ## -
-- text
-- txt
-- rdacontent
337 ## -
-- computer
-- c
-- rdamedia
338 ## -
-- online resource
-- cr
-- rdacarrier
347 ## -
-- text file
-- PDF
-- rda
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Mechanics, Applied.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Solids.
650 14 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Solid Mechanics.
912 ## -
-- ZDB-2-ENG
912 ## -
-- ZDB-2-SXE

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