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Upper Bound Limit Load Solutions for Welded Joints with Cracks

Upper Bound Limit Load Solutions for Welded Joints with Cracks
Kataloginformation
Feldname Details
Vorliegende Sprache eng
Hinweise auf parallele Ausgaben 392207982 Buchausg. u.d.T.: ‡Alexandrov, Sergey: Upper bound limit load solutions for welded joints with cracks
ISBN 978-3-642-29233-0
Name Alexandrov, Sergey
T I T E L Upper Bound Limit Load Solutions for Welded Joints with Cracks
Verlagsort Berlin, Heidelberg
Verlag Springer Berlin Heidelberg
Erscheinungsjahr 2012
2012
Umfang Online-Ressource (IX, 117 p. 65 illus, digital)
Reihe SpringerBriefs in Applied Sciences and Technology
Notiz / Fußnoten Description based upon print version of record
Weiterer Inhalt Upper Bound LimitLoad Solutions forWelded Joints with Cracks; Preface; Contents; Symbols; 1 Upper Bound Theorem; 1.1…Basic Assumptions and Equations; 1.2…Vicinity of the Bi-Material Interface; 1.3…Effect of Cracks; References; 2 Plane Strain Solutions for Highly Undermatched Tensile Specimens; 2.1…Center Cracked SpecimenCenter Cracked Specimen; 2.2…Crack at Some Distance From the Mid-Plane of the Weld; 2.3…Arbitrary Crack in the Weld; References; 3 Plane Strain Solutions for Highly Undermatched Scarf Jointscarf joint Specimens; 3.1…Specimen with No Crack. 5.3…Upper Bound Solution IIReferences; 6 Miscellaneous Topics; 6.1…Thickness Effectthickness effect for Highly Undermatched Tensile Specimens; 6.1.1 Center Cracked Specimencenter cracked specimen; 6.1.2 Double Edge Cracked Specimen; 6.2…Mis-Match Effectmis-match effect; 6.2.1 Overmatched Center Cracked Specimencenter cracked specimen; 6.2.2 Undermatched Center Cracked Specimencenter cracked specimen; 6.3…Effect of Plastic Anisotropyplastic anisotropy; 6.3.1 Theory of Anisotropic Plasticity; 6.3.2 Overmatched Center Cracked Specimencenter cracked specimen. 6.3.3 Highly Undermatched Center Cracked Specimencenter cracked specimenReferences; Index;. 3.2…Crack at the Mid-Plane of the Weld3.3…Crack at Some Distance from the Mid-Plane of the Weld; 3.4…Arbitrary Crack in the Weld; References; 4 Axisymmetric Solutions for Highly Undermatched Tensile Specimens; 4.1…Solid Cylindersolid cylinder with No Crack; 4.2…Crack at the Mid-Plane of the Weld; 4.3…Crack at Some Distance From the Mid-Plane of the Weld; 4.4…Hollow Cylinderhollow cylinder with No Crack; References; 5 Plane Strain Solutions for Highly Undermatched Specimens in BendingBending; 5.1…Deformation of a Plastic WedgeWedge Between Rotating Plates; 5.2…Upper Bound Solution I
Titelhinweis Buchausg. u.d.T.: ‡Alexandrov, Sergey: Upper bound limit load solutions for welded joints with cracks
ISBN ISBN 978-3-642-29234-7
Klassifikation TG
TEC009070
TEC021000
*74-02
74A45
74C05
671.52042015118
671.52042
TA405-409.3
QA808.2
Kurzbeschreibung The present short monograph concerns analytic and semi-analytic techniques for finding an approximate value of the limit load. The limit load is an essential input parameter of flaw assessment procedures. In most cases, finding the limit load involves some numerical calculations of different levels of complexity, including numerical minimization of functions of one or several arguments, the slip-line technique and the finite element method. This book shows in particular how to use singular behavior of the real velocity field in the vicinity of bi-material interfaces in kinematically admissible velocity fields to increase the accuracy of upper bound solutions. An approach to recalculate the limit load for a class of structures with defects with the use of its value for the corresponding structure with no defect is discussed. The upper bound technique is applied to evaluate the limit load of overmatched and undermatched welded joints with cracks subject to various loading conditions of practical importance in conjunction with the aforementioned special techniques.
1. Schlagwortkette Schweißverbindung
Riss
Tragfähigkeit
Mathematisches Modell
SWB-Titel-Idn 366283936
Signatur Springer E-Book
Bemerkungen Elektronischer Volltext - Campuslizenz
Elektronische Adresse $uhttp://dx.doi.org/10.1007/978-3-642-29234-7
Internetseite / Link Volltext
Siehe auch Volltext
Siehe auch Inhaltstext
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