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04257cam a2200601Ia 4500 |
| 001 |
251482600 |
| 003 |
OCoLC |
| 005 |
20210116033540.2 |
| 006 |
m o d |
| 007 |
cr un||||||||| |
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080916s2006 flua ob 000 0 eng d |
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|a 758541021
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|a 1845691245
|q (electronic bk.)
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| 020 |
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|a 9781845691240
|q (electronic bk.)
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| 020 |
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|z 1420051172
|q (CRC Press)
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| 020 |
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|z 9781420051179
|q (CRC Press)
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| 035 |
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|a (OCoLC)251482600
|z (OCoLC)758541021
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| 040 |
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|a TXJ
|b eng
|e pn
|c TXJ
|d PUL
|d HNK
|d WAU
|d OCLCQ
|d IDEBK
|d OCLCF
|d OPELS
|d HS0
|d MYPMP
|d OCLCQ
|d D6H
|d UKAHL
|d S2H
|d OCLCO
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| 049 |
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|a COM6
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| 050 |
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4 |
|a TA492.W4
|b N54 2006
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| 082 |
0 |
4 |
|a 671.520422
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| 100 |
1 |
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|a Niemi, E.
|q (Erkki)
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| 245 |
1 |
0 |
|a Fatigue analysis of welded components :
|b designer's guide to the structural hot-spot stress approach /
|c E. Niemi, W. Fricke, and S.J. Maddox.
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| 264 |
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1 |
|a Boca Raton, FL :
|b CRC Press ;
|a Cambridge :
|b Woodhead Pub.,
|c 2006.
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| 300 |
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|a 1 online resource (vi, 49 pages) :
|b illustrations.
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| 336 |
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|a text
|b txt
|2 rdacontent.
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| 337 |
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|a computer
|b c
|2 rdamedia.
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| 338 |
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|a online resource
|b cr
|2 rdacarrier.
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| 588 |
0 |
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|a Print version record.
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| 500 |
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|a "IIW-1430-00."
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| 504 |
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|a Includes bibliographical references (pages 40-41).
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| 520 |
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|a This 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 fabricated from plates and non-tubular sections. Following an explanation of the structural hot spot stress, its definition and its relevance to fatigue, the authors describe methods for its determination. Stress determination from both finite element analysis and strain gauge measurements is considered. Parametric formulae for calculating stress increases due to misalignment and structural discontinuities are also presented. Special attention is paid to the use of finite element stress analysis and guidance is given on the choice of element type and size for use with either solid or shell elements. Design S-N curves for use with the structural hot spot stress are presented for a range of weld details. Finally, practical application of the recommendations is illustrated in two case studies involving the fatigue assessment of welded structures using the structural hot spot stress approach. Provides practical guidance on the application of the structural hot-spot stress approachDiscusses stress determination from both finite element analysis and strain gauge measurementsPractical application of the recommendations is illustrated in two case studies.
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| 650 |
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0 |
|a Steel, Structural
|x Welding.
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| 650 |
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0 |
|a Steel, Structural
|x Fatigue.
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| 650 |
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0 |
|a Welded joints
|x Fatigue.
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| 650 |
|
7 |
|a Steel, Structural
|x Fatigue.
|2 fast.
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| 650 |
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7 |
|a Steel, Structural
|x Welding.
|2 fast.
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| 650 |
|
7 |
|a Welded joints
|x Fatigue.
|2 fast.
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| 655 |
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0 |
|a Electronic books.
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| 655 |
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4 |
|a Electronic books.
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| 700 |
1 |
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|a Fricke, W.
|q (Wolfgang),
|d 1949-
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| 700 |
1 |
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|a Maddox, S. J.
|q (Stephen John),
|d 1944-
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| 710 |
2 |
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|a International Institute of Welding.
|
| 776 |
0 |
8 |
|i Print version:
|z 1845691245
|z 1420051172
|w (OCoLC)86073725.
|
| 907 |
|
|
|a .b6371193x
|b multi
|c -
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|a MARCIVE Overnight, in 2023.02
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| 948 |
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|a MARCIVE Over, 04/2021
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| 994 |
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|a 92
|b COM
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| 995 |
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|a Loaded with m2btab.ltiac in 2023.02
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| 995 |
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|a Loaded with m2btab.ltiac in 2021.04
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| 995 |
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|a Loaded with m2btab.elec in 2021.03
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| 989 |
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|d cueme
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|k 210303
|l $0.00
|m
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|w Elsevier
|1 .i136654745
|u http://ezproxy.coloradomesa.edu/login?url=https://www.sciencedirect.com/science/book/9781845691240
|3 Elsevier
|z Click here for access
|