LEADER 04170nam 22007575 450 001 9910437895803321 005 20251230064808.0 010 $a94-007-5425-6 024 7 $a10.1007/978-94-007-5425-6 035 $a(CKB)2670000000280492 035 $a(EBL)1083555 035 $a(OCoLC)820852015 035 $a(SSID)ssj0000798864 035 $a(PQKBManifestationID)11442896 035 $a(PQKBTitleCode)TC0000798864 035 $a(PQKBWorkID)10755284 035 $a(PQKB)10600781 035 $a(DE-He213)978-94-007-5425-6 035 $a(MiAaPQ)EBC1083555 035 $a(PPN)168340887 035 $a(EXLCZ)992670000000280492 100 $a20121026d2013 u| 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aLimit State of Materials and Structures $eDirect Methods 2 /$fedited by Géry de Saxcé, Abdelbacet Oueslati, Eric Charkaluk, Jean-Bernard Tritsch 205 $a1st ed. 2013. 210 1$aDordrecht :$cSpringer Netherlands :$cImprint: Springer,$d2013. 215 $a1 online resource (219 p.) 300 $aDescription based upon print version of record. 311 08$a94-007-9447-9 311 08$a94-007-5424-8 320 $aIncludes bibliographical references. 327 $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. 330 $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. 606 $aMechanics, Applied 606 $aSolids 606 $aEngineering design 606 $aCivil engineering 606 $aComputational intelligence 606 $aSolid Mechanics 606 $aEngineering Design 606 $aCivil Engineering 606 $aComputational Intelligence 615 0$aMechanics, Applied. 615 0$aSolids. 615 0$aEngineering design. 615 0$aCivil engineering. 615 0$aComputational intelligence. 615 14$aSolid Mechanics. 615 24$aEngineering Design. 615 24$aCivil Engineering. 615 24$aComputational Intelligence. 676 $a620.1 676 $a620.1/1 676 $a620.11 701 $aSaxce$b Gery de$0990382 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910437895803321 996 $aLimit state of materials and structures$94187611 997 $aUNINA