LEADER 01472nam2 22003253i 450 001 VAN00280547 005 20240827021806.300 017 70$2N$a9783110740455 100 $a20240827d2021 |0itac50 ba 101 $ager 102 $aDE 105 $a|||| ||||| 200 1 $aˆ2: ‰Ts 18085?18673$fTheodor W. Adorno$gMartin Endres, Axel Pichler, Claus Zittel editors 210 $a Berlin$cDe Gruyter$d2021 215 $aIV, 230 p.$cill.$d24 cm 461 1$1001VAN00280548$12001 $aSchein, Form, Subjekt, Prozeßcharakter, Kunstwerk$eTextkritische Edition der letzten bekannten Überarbeitung des III. Kapitels der 'Kapitel-Ästhetik'$fTheodor W. Adorno - Berlin$eDe Gruyter$1210 $avolumi$a24 cm$v2 620 $dBerlin$3VANL000066 700 1$aAdorno$bTheodor W.$f1903-1969$3VANV233066$033732 702 1$aEndres$bMartin$3VANV232781 702 1$aPichler$bAxel$3VANV232782 702 1$aZittel$bClaus$3VANV232400 712 $aDe Gruyter $3VANV109804$4650 801 $aIT$bSOL$c20250321$gRICA 856 4 $uhttps://doi.org/10.1515/9783110740455$zE-book ? Accesso al full-text attraverso riconoscimento IP di Ateneo, proxy e/o Shibboleth 899 $aBIBLIOTECA CENTRO DI SERVIZIO SBA$2VAN15 912 $fN 912 $aVAN00280547 950 $aBIBLIOTECA CENTRO DI SERVIZIO SBA$d15CONS SBA EBOOK 14427 $e15EB 14427 20240827 996 $aTs 18085?18673$94208366 997 $aUNICAMPANIA LEADER 04205nam 22005773u 450 001 9911004740303321 005 20230120011848.0 010 $a1-84569-666-2 035 $a(CKB)2670000000096572 035 $a(EBL)1666662 035 $a(SSID)ssj0000815583 035 $a(PQKBManifestationID)11450008 035 $a(PQKBTitleCode)TC0000815583 035 $a(PQKBWorkID)10807999 035 $a(PQKB)10490694 035 $a(MiAaPQ)EBC1666662 035 $a(EXLCZ)992670000000096572 100 $a20140414d2006|||| u|| | 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aFatigue Analysis of Welded Components $eDesigner's Guide to the Structural Hot-Spot Stress Approach 210 $aBurlington $cElsevier Science$d2006 215 $a1 online resource (56 p.) 225 1 $aWoodhead Publishing Series in Welding and Other Joining Technologies 300 $aDescription based upon print version of record. 311 $a1-84569-124-5 327 $aCover; Fatigue Analysis of Welded Components: Designer's guide to the structural hot-spot stress approach (IIW-1430-00); Copyright; CONTENTS; PREFACE; ABSTRACT; 1. INTRODUCTION; 1.1 General; 1.2 Safety aspects; 2. THE STRUCTURAL HOT SPOT STRESS APPROACH TOFATIGUE ANALYSIS; 2.1 Field of application; 2.2 Types of hot spot; 2.3 Definition of the structural stress at a Type 'a' hot spot; 2.4 Use of stress concentration factors; 2.5 Effect of component size on the fatigue resistance; 3. EXPERIMENTAL DETERMINATION OF THESTRUCTURAL HOT SPOT STRESS; 3.1 General; 3.2 Type 'a' hot spots 327 $a3.3 Type 'b' hot spots4. STRUCTURAL HOT SPOT STRESS DETERMINATIONUSING FINITE ELEMENT ANALYSIS; 4.1 General; 4.2 Choice of element type; 4.3 Methods for determination of structural hot spot stress; 4.4 Use of relatively coarse element meshing for analysing Type 'a' hot spots; 4.5 Use of relatively fine element meshing for analysing Type 'a' hot spots; 4.6 Modelling fillet welds in shell element models for analysing Type 'a' hot spots; 4.7 Analysis of Type 'b' hot spots; 5. PARAMETRIC FORMULAE; 5.1 Misalignment; 5.2 Structural discontinuities; 6. STRUCTURAL HOT SPOT S-N CURVES 327 $a6.1 General principles6.2 Recommended S-N curves; 7. CASE STUDY 1: BOX BEAM OF A RAILWAY WAGON; 7.1. Introduction; 7.2 Materials and methods; 7.3 Results; 7.4 Discussion and conclusions; 8. CASE STUDY 2: HATCH CORNER DESIGN FORCONTAINER SHIPS; 8.1 Introduction; 8.2 Materials and methods; 8.3 Fatigue assessment; 8.4 Conclusion; 9. REFERENCES; APPENDIX 1: SYMBOLS; APPENDIX 2: RECOMMENDATIONS FOR ENHANCEDACCURACY IN STRESS DETERMINATION; APPENDIX 3: COMMENTARY ON THE S-N CURVES WITHREFERENCE TO VARIABLE AMPLITUDE LOADING; APPENDIX 4: HOT SPOT S-N CURVES FOR WELDEDALUMINIUM COMPONENTS 330 $aThis report provides background and guidance on the use of the structural hot spot stress approach to the fatigue design of welded components and structures. It complements the IIW recommendations for 'Fatigue Design of Welded Joints and Components' and extends the information provided in the IIW recommendations on 'Stress Determination for Fatigue Analysis of Welded Components'. This approach is applicable to cases of potential fatigue cracking from the weld toe. It has been in use for many years in the context of tubular joints. The present report concentrates on its extension to structures 410 0$aWoodhead Publishing Series in Welding and Other Joining Technologies 517 $aWoodhead Publishing Series in Welding and Other Joining Technologies 606 $aMechanical Engineering$2HILCC 606 $aEngineering & Applied Sciences$2HILCC 606 $aIndustrial & Management Engineering$2HILCC 615 7$aMechanical Engineering 615 7$aEngineering & Applied Sciences 615 7$aIndustrial & Management Engineering 700 $aNiemi$b E$01823914 701 $aFricke$b W$0634306 701 $aMaddox$b S J$01823915 801 0$bAU-PeEL 801 1$bAU-PeEL 801 2$bAU-PeEL 906 $aBOOK 912 $a9911004740303321 996 $aFatigue Analysis of Welded Components$94390859 997 $aUNINA