000			03870nam a2200469 i 4500
710	2		_aSpringerLink (Online service) _9106996
999			_c110720 _d110720
001			110720
003			ES-MaUEC
005			20230102113435.0
006			a||||fo|||| 00| 0
007			cr nn nnnaamaa
008			180927s2019 gw a o |||| 0|eng d
020			_a9783319951805
024	7		_a10.1007/978-3-319-95180-5 _2doi
040			_bspa _dES-MaUEC _cES-MaUEC
050		4	_aTA648.3 _b2019 EB
100	1		_aLewiński, T. _eautor _9670916
245	1	0	_aMichell Structures _cby Tomasz Lewiński, Tomasz Sokół, Cezary Graczykowski
264		1	_aCham _bSpringer _c2019
300			_a1 recurso en línea (XVII, 569 páginas) _b310 ilustraciones, 79 ilustraciones a color
336			_2rdacontent _aTexto _btxt
337			_2rdamedia _aelectrónico _bc
338			_2rdacarrier _arecurso electrónico _bcr
347			_atext file _bPDF
490	0		_aEngineering (Springer-11647)
505	0		_aIntroduction -- 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	3		_aThe 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.
650		7	_2embne _aAnálisis estructural (Ingeniería) _9150495
650		7	_2embne _9669488 _aDeformaciones y tensiones
653		7	_aMechanics, Applied.
653		7	_aMechanics.
653	1	4	_aSolid Mechanics.
700	1		_aGraczykowski, Cezary _eautor _9670917
700	1		_aSokół, Tomasz _eautor _9670918
776	0	8	_iPrinted edition: _z9783030069889
776	0	8	_iPrinted edition: _z9783319951799
776	0	8	_iPrinted edition: _z9783319951812
856	4	0	_uhttps://go.openathens.net/redirector/universidadeuropea.es?url=https://doi.org/10.1007/978-3-319-95180-5 _zAcceso a este recurso digital (usuarios Universidad Europea de Madrid)
942			_2lcc _cLE
988			_aPrimersemestre_2019_Engineering
998			_aSI _cm _dz _feng _ggw _h0 _b10/2019 _eu _zSI