Recommendations for Fatigue Design of Welded Joints and Components, A. Hobbacher

Автор: MacDonald Kenneth A., MacDonald K.
Название: Fracture and Fatigue of Welded Joints and Structures
ISBN: 0081017022 ISBN-13(EAN): 9780081017029
Издательство: Elsevier Science
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Описание: The failure of any welded joint is at best inconvenient and at worst can lead to catastrophic accidents. Fracture and fatigue of welded joints and structures analyses the processes and causes of fracture and fatigue, focusing on how the failure of welded joints and structures can be predicted and minimised in the design process.Part one concentrates on analysing fracture of welded joints and structures, with chapters on constraint-based fracture mechanics for predicting joint failure, fracture assessment methods and the use of fracture mechanics in the fatigue analysis of welded joints. In part two, the emphasis shifts to fatigue, and chapters focus on a variety of aspects of fatigue analysis including assessment of local stresses in welded joints, fatigue design rules for welded structures, k-nodes for offshore structures and modelling residual stresses in predicting the service life of structures.With its distinguished editor and international team of contributors, Fracture and fatigue of welded joints and structures is an essential reference for mechanical, structural and welding engineers, as well as those in the academic sector with a research interest in the field.

Автор: Ghosh
Название: Design of Welded Steel Structures
ISBN: 1498708013 ISBN-13(EAN): 9781498708012
Издательство: Taylor&Francis
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Цена: 31390.00 р.
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Описание:

Design of Welded Steel Structures: Principles and Practice provides a solid foundation of theoretical and practical knowledge necessary for the design of welded steel structures. The book begins by explaining the basics of arc welding, describing the salient features of modern arc welding processes as well as the types and characteristics of welded joints, their common defects, and recommended remedial measures. The text then: