Structural Plasticity
(Sprache: Englisch)
This book provides general solutions of limit and shakedown analysis for structures by using a unified strength theory. It presents a series of solutions of various plates whose results encompass the Tresca-Mohr-Coulomb solution of structure as special cases.
Leider schon ausverkauft
versandkostenfrei
Buch
171.15 €
Produktdetails
Produktinformationen zu „Structural Plasticity “
This book provides general solutions of limit and shakedown analysis for structures by using a unified strength theory. It presents a series of solutions of various plates whose results encompass the Tresca-Mohr-Coulomb solution of structure as special cases.
Inhaltsverzeichnis zu „Structural Plasticity “
Preface.- 1. Introduction.- 2 Stress, strain and strain-rate tensor.- 3 Yield Function.- 4 Limit Analysis Theorem.- 5 Unified solution for Plastic Limit Analysis of Circular Plates .- 6 Unified solution for Plastic Limit Analysis of Circular Plate Under Arbitrary Load.- 7 Unified solution for Plastic Limit Analysis of Annular Plate.- 8 Unified solution for Plastic Limit Analysis of Oblique plate, Rhombus plate, Rectangle plate and Square Plate.- 9 Unified solution for Plastic Limit Analysis of Pressure Vessels.- 10 Unified solution for Dynamic Plastic Behavior of Circular Plate Under Soft Impact.- 11 Unified solution for Limit Angular Velocity of Rotating Disc.- 12 Unified solution for Plastic Analysis of Orthorgonal Circular Plate.- 13 Shakedown Theorem.- 14 Unified solution for Shakedown Analyses of Pressure Vessel and Rotating Disc.
Bibliographische Angaben
- Autoren: Mao-Hong Yu , Guo-Wei Ma , Jian-Chun Li
- 2009, XVII, 384 Seiten, 238 Schwarz-Weiß-Abbildungen, Maße: 15,5 x 24,5 cm, Gebunden, Englisch
- Verlag: Springer-Verlag GmbH
- ISBN-10: 3540881514
- ISBN-13: 9783540881513
Sprache:
Englisch
Kommentar zu "Structural Plasticity"
0 Gebrauchte Artikel zu „Structural Plasticity“
Zustand | Preis | Porto | Zahlung | Verkäufer | Rating |
---|
Schreiben Sie einen Kommentar zu "Structural Plasticity".
Kommentar verfassen