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001 978-94-007-5425-6
003 DE-He213
005 20200420220225.0
007 cr nn 008mamaa
008 121026s2013 ne | s |||| 0|eng d
020 _a9789400754256
_9978-94-007-5425-6
024 7 _a10.1007/978-94-007-5425-6
_2doi
050 4 _aTA405-409.3
050 4 _aQA808.2
072 7 _aTG
_2bicssc
072 7 _aTEC009070
_2bisacsh
072 7 _aTEC021000
_2bisacsh
082 0 4 _a620.1
_223
245 1 0 _aLimit State of Materials and Structures
_h[electronic resource] :
_bDirect Methods 2 /
_cedited by G�ery de Saxc�e, Abdelbacet Oueslati, Eric Charkaluk, Jean-Bernard Tritsch.
264 1 _aDordrecht :
_bSpringer Netherlands :
_bImprint: Springer,
_c2013.
300 _aVIII, 220 p.
_bonline resource.
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
347 _atext file
_bPDF
_2rda
505 0 _aThe Ratchet Limit -A Coupled Dual Minimisation Problem -- Decomposition methods and strain driven algorithms for limit and shakedown -- Shakedown and optimization analysis of periodic composites -- An upper bound algorithm for limit and shakedown analysis of bounded linearly kinematic hardening structures -- An edge-based smoothed finite element method for primal dual shakedown analysis of structures under uncertainties -- Interior-point method for lower bound shakedown analysis of von Mises-type materials -- Numerical analysis of nonholonomic elastoplastic frames by mathematical programming.-  Inelastic behavior of a two-bar system with temperature-dependent elastic modulus under cyclic thermomechanical loadings.-  A multiphase model for assessing the overall yield strength of soils reinforced by linear inclusions.-  Limit analysis of a soil reinforced by micropile group: a decomposition approach.- An extension of Gurson model to ductile nanoporous media.
520 _aTo determine the carrying capacity of a structure or a structural element susceptible to operate beyond the elastic limit is an important task in many situations of both mechanical and civil engineering. The so-called "direct methods" play an increasing role due to the fact that they allow rapid access to the request information in mathematically constructive manners. They embrace Limit Analysis, the most developed approach now widely used, and Shakedown Analysis, a powerful extension to the variable repeated loads potentially more economical than step-by-step inelastic analysis. This book is the outcome of a workshop held at the University of Sciences and Technology of Lille. The individual contributions stem from the areas of new numerical developments rendering these methods more attractive for industrial design, extension of the general methodology to new horizons, probabilistic approaches and concrete technological applications.
650 0 _aEngineering.
650 0 _aComputational intelligence.
650 0 _aContinuum mechanics.
650 0 _aEngineering design.
650 0 _aCivil engineering.
650 1 4 _aEngineering.
650 2 4 _aContinuum Mechanics and Mechanics of Materials.
650 2 4 _aEngineering Design.
650 2 4 _aCivil Engineering.
650 2 4 _aComputational Intelligence.
700 1 _aSaxc�e, G�ery de.
_eeditor.
700 1 _aOueslati, Abdelbacet.
_eeditor.
700 1 _aCharkaluk, Eric.
_eeditor.
700 1 _aTritsch, Jean-Bernard.
_eeditor.
710 2 _aSpringerLink (Online service)
773 0 _tSpringer eBooks
776 0 8 _iPrinted edition:
_z9789400754249
856 4 0 _uhttp://dx.doi.org/10.1007/978-94-007-5425-6
912 _aZDB-2-ENG
942 _cEBK
999 _c52117
_d52117