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FATIGUE ANALYSIS OF INDUSTRIAL
WELDED STRUCTURES
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INTRODUCTION
Welding Technology had a significant impact onindustrial developments.
Connections refers to those locations in a structurewhere elements are joined to reconcile changes ingeometry and/or accommodate fabrication or servicerequirements.
Failures in engineering structures occur predominatelyat component connections.
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WELD DISCONTINUITIES
Weld discontinuities may be divided into three categories:
1) Crack like discontinuities
Cracks
Lack of fusion
Lack of penetration
Overlap
2) Volumetric discontinuities
Porosity
Slag inclusions
3) Geometric discontinuities Undercut
Incorrect profile
Misalignment
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Figure 1:- Imperfections and cracks in welded joints
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DEFECTS
Discontinuities are designated as defects only when
their size, orientation, and distribution exceed
specification limits and their presence affects the
integrity of the component and renders it unfit for itsintended application.
Codes and specifications define acceptance levels for
discontinuities in terms of their type, size, orientationand distribution. Usually crack and crack-like
discontinuities are prohibited.
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METHODOLOGIES OF VARIOUS CODES AND STANDARDS
Intent of these design and construction codes is toensure that safe and reliable structures are produced at
reasonable cost .Various codes differ in methodologies
employed for fatigue life assessment.
The calculated stress fluctuations are compared to the
appropriate material fatigue curve derived from small
smooth specimen test results and fatigue life isdetermined from the stress value from either a mean
data curve or adjusted design curve.
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FUTURE METHODS
The burden in the analytical approach can be over
come by using finite element methods with the help
of commercially available FEA software.
The hot spot method should be developed in future.
The local stresses can be calculated with the Finite
Element Method. Local methods can be applied for
determination of fatigue life of welded joints under
multiaxial fatigue.
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OBJECTIVE OF THE THESIS PROJECT
Based on the use of Finite Element Analysis of the
cracks inserted in the models of the damaged zones.
The aim of the proposed methodology is to predict
crack initiation and crack growth in industrials
structures until failure.
The solutions of SIFs from FEA have been compared
with solutions from IIW literature. ABAQUS finite
element software is used to simulate various weldshapes due to limitation in use of analytical and
empirical solutions.
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CRACK LIKE IMPERFECTIONS
NDT indications are idealized as elliptical cracks for
which the stress intensity factor is calculated accordingly
RECOMMENDATIONS FOR FATIGUE DESIGN OF
WELDED JOINTS AND COMPONENTS
IIW Fatigue Recommendations
IIW-1823-07/XIII-2151r4-07/XV-1254r4-07 Dec. 2008
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Figure 3:- Transformation of NDT indications to elliptic or semi-elliptic cracks
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Table -1: Dimensions for assessment of crack-like imperfections (example)
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STRESS INTENSITY FACTORS
The stress intensity factor K defines the magnitude of
local stresses around the crack tip. This factor dependson loading ,crack size, crack shape and geometricboundaries;
General form,
remote stress applied
a crack lengthf(g) correction factor that depends on specimen and crack
geometry
Stress intensity factor solution have been obtained for wide
variety of problems and published in hand book
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SIGNIFICANCE OF FEA SOFTWARE FOR
CALCULATION OF SIF
Fracture mechanics concerns the interaction of theapplied crack driving force and material fractureresistance.
For simple geometry and linear elastic materials
fracture parameters can be easily calculated basedon existing analytical equations.
For complicated geometry and elastic-plastic
materials finite element method is necessary. The main purpose of these computational exercises
is to use ABAQUS to calculate the fractureparameters of a 2D plane.
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STRESS DISTRIBUTION OVER THE PLATE
THICKNESS
m membrane stress
b shell bending stress
nl non linear stress peak
The membrane stress m is equal to the average stress calculated through the
thickness of the plate. It is constant through the thickness.
The shell bending stress b is linearly distributed through the thickness of the
plate.
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CALCULATION OF STRESS INTENSITY FACTORS BY
PARAMETRIC FORMULAE
First, the relevant applied stress (usually the localnominal or the structural hot spot stress) at thelocation of the crack is determined, assuming thatno crack is present. Ideally, the stress should be
separated into membrane and shell bending stresscomponents. The stress intensity factor (SIF) Kresults as a superposition of the effects of bothstress components. The effects of the crack shape
and size are covered by the correction function Y.The effects of the any remaining stress raisingdiscontinuity or notch (non-linear peak stress) canto be covered by additional factors Mk
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The correction functions Ym and Yb can be found in the literature. For most
cases, the formulae for stress intensity factors given in Table are adequate.
Mk-factors may be found in references .
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Table -3: Stress intensity factors at welds
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SIMPLIFIED PROCEDURE
The simplified procedure makes use of the fatigue
resistance at 2x106 cycles (analogous to FAT classesfor the classified structural details) for a ranges of
crack types, sizes and shapes, of which the data are
presented in Tables. These were obtained byintegration of the crack propagation law for steel,
given in Table 5, between the limits of an initial crack
size ai and a final crack size af of 0.75% of the wall
thickness. In addition, use was made of thecorrection functions and the local weld geometry
correction given in Table
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FATFatigue Class
Furthermore, within the limits imposed by static strengthconsiderations, the fatigue curves of welded joints are independent of
the tensile strength of the material.Each fatigue strength S-N curve is identified by the characteristic fatiguestrength of the detail in MPa at 2 million cycles. This value is the fatigueclass (FAT).
Table -5: Parameters of the Paris power law and threshold data for steel
Table : Stress ranges at 2x106 cycles (FAT classes in N/mm2) of welds containing
cracks for the simplified procedure
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IMPORTANT EQUATIONS
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PHASEII-EXPECTED RESULTS
The ABAQUS is used to simulate various weld
shapes due to limitation in use of analytical and
empirical solutions. The entire fatigue process inwelded joint has been modelled by pure fracture
mechanics approach.
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CONCLUSION
The methodology has to be developed to determine crackinitiation and crack propagation in industrial weldedstructures. The generalization and sub modelling will
allows to perform fast computation while representingcorrectly the local stresses and stress intensity factors.Depending on the type of issues to be solved, part of theoverall methodology can be processed. It's then a set of
tools and methods based on the same principles andhelping the engineer to solve complex and non-linearcrack issues.
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REFERENCES1) John M. Barsom , Stanley T. Rolfe. Fracture and fatigue control in structures:
Application of fracture mechanics, Third Edition (1999).
2) International Institute of Welding (IIW).Recommendations for Fatigue Design ofWelded Joints and Components. InternationalInstitute of Welding, doc. XIII-2151r4-07/XV-1254r4-07.Paris, France, October 2008.
3) Tom Lassen and Naman Recho, Fatigue life analyses of welded structures, ISTE,London, ISBN 1-905209-54-1 (2006).
4) D. Lebaillif, I. Huther, M. Serror, N. Recho , Fatigue Crack Initiation andPropagation: a complete industrial process compared with experiments on industrialwelded structure(2005).
5) D.Lebaillif, E.Petitpas , R.Paquet , M. Serror. Multi-scale approach for crack
initiation and propagation(2007).
6) A.Al Mukhtar, H. Biermann, P. Hbner,In Fatigue Crack Propagation Life Calculationin Welded Joints( 2007).
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