LEADER 04586nam 2200601 a 450 001 9910141562903321 005 20230803030338.0 010 $a1-118-64900-1 010 $a1-118-64898-6 010 $a1-118-64899-4 035 $a(CKB)2670000000369868 035 $a(EBL)1187175 035 $a(OCoLC)843331653 035 $a(SSID)ssj0000904925 035 $a(PQKBManifestationID)11539871 035 $a(PQKBTitleCode)TC0000904925 035 $a(PQKBWorkID)10924503 035 $a(PQKB)11198903 035 $a(MiAaPQ)EBC1187175 035 $a(Au-PeEL)EBL1187175 035 $a(CaPaEBR)ebr10700413 035 $a(CaONFJC)MIL491913 035 $a(EXLCZ)992670000000369868 100 $a20130118d2013 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aYield design$b[electronic resource] /$fJean Salenc?on 210 $aHoboken, N.J. $cISTE Ltd/John Wiley and Sons Inc$d2013 215 $a1 online resource (258 p.) 225 0 $aMechanical engineering and solid mechanics series 300 $aDescription based upon print version of record. 311 $a1-84821-540-1 320 $aIncludes bibliographical references and index. 327 $aCONTENTS; Preface; Chapter 1. Origins and Topicality of a Concept; 1.1 Historical milestones; 1.2.Topicality of the yield design approach; 1.3.Bibliography; Chapter 2. An Introductory Example of the Yield Design Approach; 2.1. Setting the problem; 2.2. Potential stability of the structure; 2.3. To what extent potential stability is a relevant concept?; 2.4.Bibliography; Chapter 3. The Continuum Mechanics Framework; 3.1. Modeling the continuum; 3.2.Dynamics; 3.3 The theory of virtual work; 3.4 Statically and kinematically admissible fields; 3.5.Bibliography 327 $aChapter 4. Primal Approach of the Theory of Yield Design4.1. Settlement of the problem; 4.2 Potentially safe loads; 4.3.Comments; 4.4 Some usual isotropic strength criteria; 4.5.Bibliography; Chapter 5. Dual Approach of the Theory of Yield Design; 5.1. A static exterior approach; 5.2 A kinematic necessary condition; 5.3. The ? functions; 5.4. ? functions for usual isotropic strength criteria; 5.5.Bibliography; Chapter 6. Kinematic Exterior Approach; 6.1. Equation of the kinematic exterior approach; 6.2 Relevant virtual velocity fields; 6.3 One domain, two approaches; 6.4.Bibliography 327 $aChapter 7. Ultimate Limit State Design from the Theory ofYield Design7.1. Basic principles of ultimate limit state design; 7.2 Revisiting the yield design theory in the context of ULSD; 7.3 The yield design theory applied to ULSD; 7.4.Conclusion; 7.5.Bibliography; Chapter 8. Optimality and Probability Approaches ofYield Design; 8.1. Optimal dimensioning and probabilistic approach; 8.2.Domain of potential stability; 8.3 Optimal dimensioning; 8.4.Probabilistic approach of yield design; 8.5.Bibliography; Chapter 9. Yield Design of Structures; 9.1. The curvilinear one-dimensional continuum 327 $a9.2 Implementation of the yield design theory9.3 Typical strength criteria; 9.4 Final comments; 9.5 Bibliography; Chapter 10. Yield Design of Plates: the Model; 10.1. Modeling plates as two-dimensional continua; 10.2.Dynamics; 10.3 Theorem/principle of virtual work; 10.4 Plate model derived from the three-dimensional continuum; 10.5.Bibliography; Chapter 11. Yield Design of Plates Subjected to Pure Bending; 11.1. The yield design problem; 11.2 Implementation of the yield design theory; 11.3. Strength criteria and ? functions; 11.4.Final comments; 11.5.Bibliography; Index 330 $a Since the middle of the 20th Century yield design approaches have been identified with the lower and upper bound theorem of limit analysis theory - a theory associated with perfect plasticity. This theory is very restrictive regarding the applicability of yield design approaches, which have been used for centuries for the stability of civil engineering structures.This book presents a theory of yield design within the original "equilibrium/resistance" framework rather than referring to the theories of plasticity or limit analysis; expressing the compatibility between the equilibrium of 410 0$aISTE 606 $aPlastic analysis (Engineering) 615 0$aPlastic analysis (Engineering) 676 $a624.176 700 $aSalenc?on$b Jean$0341771 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910141562903321 996 $aYield design$92242684 997 $aUNINA