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2006-5-10Misalignment 10% Exceeding misalignment due to thickness step to be considered see chapter 3 8 2 222 Transverse butt weld made in shop welded in flat position weld profile controlled NDE with transition in thickness and width: slope 1:5 slope 1:3 slope 1:2 90 80 72 32 28 25 Weld run-on and run-off pieces to be used and subsequently removed
2017-6-27weld and a fillet weld shall be the shortest distance from the joint root to the weld face of the diagrammatic weld minus 1/8 in (3 mm) for any groove detail requiring such deduction (see Figure 3 3 and Annex I) 2 4 2 Length 2 4 2 1 Effective Length (Straight) The effective length of a straight fillet weld shall be the overall length
2008-1-31FITNET FFS ANNEX FITNET FITNESS-FOR-SERVICE (FFS) ANNEX Revision MK8 Editors M Koak GKSS RESEARCH CENTRE Germany I Hadley TWI UK S Szavai BAY ZOLTAN FOUNDATION Hungary Y Tkach CORUS UK N Taylor JRC The Netherlands NOTE This FITNET FFS Procedure (Revision MK8) has been developed within the European Fitness for Service
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2006-5-10b) Angular misalignment in butt or fillet welded joints B l1 l2 α s 12 m12 ll P Bl l σ κα = + where κ is a factor dependent on restraint e g = 3 0 α = 0 04 = 3 0 = 0 02 κκ κ κ Refers to fatigue failure in plate from toe weld c) Axial misalignment in fillet welded joints B h e s w e B h σ σ = + where σw is applied stress on weld
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which the solving is made A fillet curve kp is an envelope of this ellipse discrete positions Except this method there is another method for finding of a point of intersection between a curve kp and an involute This method is published among others in the standard ISO 6336 part 2 Annex A [3] Analysis there is made in polar coordinates
2013-1-29stress (see Annex F) The description of the weld misalignment or shell distortion should include field measurements that adequately characterize the deformed shape 8 3 4 Recommendations for Inspection Technique and Sizing Requirements 8 3 4 1 Measurement of the radial (offset) and angular (peaking) misalignment at the weld joint is required to
Weld toe stress intensity magnification factor for a semi-elliptical surface crack at the weld toe (Annex M Clause M 11 1 3 Solution based on 3D finite element modelling) The width of the weld cap (the attachment length) is 10 mm i e L = 10 mm The tolerable flaw size decreases slightly (K r increases L r does not change ) Otherwise as
2015-11-26design parameter is the weld throat dimen-sion although the weld size is usually specified by leg length in the UK The effec-tive throat depends on the weld size (leg length) the weld shape (i e the ratio of two leg lengths ideally 1:1) and the penetration into the parent plates The depth of penetra-tion is not measurable externally and tight
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which the solving is made A fillet curve kp is an envelope of this ellipse discrete positions Except this method there is another method for finding of a point of intersection between a curve kp and an involute This method is published among others in the standard ISO 6336 part 2 Annex A [3] Analysis there is made in polar coordinates
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