01048cam0 22002771 450 SOBE0008295520250507075143.0978351824193620250506d2018 |||||ita|0103 bagerDEMikrolithen sinds, Steinchendie Prosa aus dem Nachlasskritische AusgabePaul Celanherausgegeben und kommentiert von Barbara Wiedemann und Bertrand BadiouFrankfurt am MainSuhrkamp2018948 p.22 cmMikrolithen sinds, SteinchenSOBA000335484376025Celan, PaulAF00007107070131462Wiedemann, BarbaraSOBA00033547070ITUNISOB20250507RICAUNISOBUNISOB830183433SOBE00082955M 102 Monografia moderna SBNM830001579SI1834332025050615AcquistoV15SpinosaUNISOBUNISOB20250506132455.020250506132532.0SpinosaMikrolithen sinds, Steinchen4376025UNISOB04170nam 22007575 450 991043789580332120251230064808.094-007-5425-610.1007/978-94-007-5425-6(CKB)2670000000280492(EBL)1083555(OCoLC)820852015(SSID)ssj0000798864(PQKBManifestationID)11442896(PQKBTitleCode)TC0000798864(PQKBWorkID)10755284(PQKB)10600781(DE-He213)978-94-007-5425-6(MiAaPQ)EBC1083555(PPN)168340887(EXLCZ)99267000000028049220121026d2013 u| 0engur|n|---|||||txtccrLimit State of Materials and Structures Direct Methods 2 /edited by Géry de Saxcé, Abdelbacet Oueslati, Eric Charkaluk, Jean-Bernard Tritsch1st ed. 2013.Dordrecht :Springer Netherlands :Imprint: Springer,2013.1 online resource (219 p.)Description based upon print version of record.94-007-9447-9 94-007-5424-8 Includes bibliographical references.The 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.To 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.Mechanics, AppliedSolidsEngineering designCivil engineeringComputational intelligenceSolid MechanicsEngineering DesignCivil EngineeringComputational IntelligenceMechanics, Applied.Solids.Engineering design.Civil engineering.Computational intelligence.Solid Mechanics.Engineering Design.Civil Engineering.Computational Intelligence.620.1620.1/1620.11Saxce Gery de990382MiAaPQMiAaPQMiAaPQBOOK9910437895803321Limit state of materials and structures4187611UNINA