This document discusses the effect of welding fixtures on welding distortions. It begins by defining distortion as any unwanted physical change in a fabricated structure due to welding. The main causes of distortion are identified as non-uniform expansion/contraction during heating/cooling and internal stresses from fixed surrounding components. Material properties like coefficient of thermal expansion, thermal conductivity, yield strength, and modulus of elasticity affect the extent of distortion. Different types of distortions are described like longitudinal, transverse, angular, bowing, rotational, buckling and twisting. Methods to measure, control, and correct for distortions are provided. A case study example of determining locating surfaces and possible distortion points for a fixture design is presented.
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1. The effect of welding fixtures
on welding distortions
1
SUBMITTED TO SUBMITTED BY
DR. B S PABLA DEVI LAL
PROFESSOR, MECHANICAL ROLL NO 152208
ENGINEERING DEPARTMENT ME (MT)
2. CONTENTS
Introduction: Distortion in Welding
Significance of Material Properties
Types of Welding Distortions
Welding Suitability Index based on Distortion
Measurement of Distortion
Control of Distortion in Weld elements
Correction of Distorted Weld elements
Case study
References
2
3. Introduction: Distortion in
Welding
Q. What is Distortion?
Any unwanted physical change or departure from
specifications in a fabricated structure or component, as
a consequence of welding
Figure: Distortion in Sheet due to Welding Figure: Simulation for T-Joint Welding
3
4. Introduction: Distortion in
Welding
Main Causes of Distortion
Non-uniform Expansion and Contraction, i.e. Shrinkage
due to plastic thermal strain, of the weld metal and base
metal during the heating and cooling cycle
Internal stresses formed in base metal due to removing
restraints given to welds by fixed components surrounding
it
So, both Welding processes & procedures and Material
properties
affect the extent of distortion
Effects of Distortion:
Complicate further fabrication
Reduced application of the structure
4
5. Significance of Material
Properties5
Properties of Materials Effects
(Requirements for Less
Distortion)
Coefficient of Thermal
Expansion (α)
Lower coefficient of thermal expansion
Thermal Conductivity (K) High Thermal Conductivity leads to low
thermal gradients
Yield Strength (ơy) Lower the yield strength of the parent
material, lower the residual stresses causing
distortions
Modulus of Elasticity (E) Higher the Modulus of Elasticity (stiffness) of
the parent material
8. Longitudinal Shrinkage
8
Shrinkage in the direction of the weld axis
Cause:
Preheat or fast cooling problem
Shrinkage stresses in high constraint areas
Prevention:
Weld toward areas of less constraint
Weld short length
Also, preheat to even out the cooling rates
Straightening press, jacks, clamps should be
used
Figure: Longitudinal
Shrinkage
9. Longitudinal Shrinkage
9
Butt Welds
• ẟL= longitudinal shrinkage, mm
• I = welding current, amps
• T = length of the weld, mm
• t=plate thickness, mm
Fillet Welds
• ẟL = longitudinal Shrinkage
• Aw = Cross-sectional area of the weld metal
• Ap = Cross-sectional area of the resisting structure
Figure: Butt Joint
Figure: T-joint with two fillet
welds
10. Angular Distortion
10
Weld tends to be wider at the top than
the bottom, causing more solidification
shrinkage and thermal contraction
For Double-V Edge Butt weld-joint, it
depends upon root face and root gap
Fillet welds-joints, it depends upon the
flange width, weld leg length and
flange thickness
Depends Upon:
Width and depth of fusion zone relative
to plate thickness
Type of joint
Weld pass sequence
Thermo-mechanical material properties
Heat input per unit length of weld,
Figure: Angular Distortion in Butt Weld-
joint
Figure: Angular Distortion in Fillet Weld-
Joint
11. Angular Distortion
11
Occurs at butt, lap, T, corner joints due to single-sided as well as
asymmetrical double-sided welding
Prevention:
Reducing the volume of weld metal
Using double-V joint and alternate welding
Placing welds around neutral axis
Presenting: By compensating the amount of distortion to occur in
welding
Elastic pre-springing can reduce angular changes after restraint
is removed.
Preheating and post weld treatment
12. Welding Suitability Index
12
Welding Suitability Index based on Distortion
(λƐ)
where,
Tm, a, α, E, ơy, refers to material under consideration
Tm*, a*, α*, E*, ơy
* refers to those of reference material
Tm: Melting Temperature, (°C)
a : Thermal Diffusivity, (mm2 / sec)
α : Thermal Expansion, (1/°C) *10-6
E : Elastic Modulus, (kN/mm2)
ơ : Yield Limit, (N/mm2)
13. 13
0
0.2
0.4
0.6
0.8
1
1.2
0 1 2 3 4 5 6 7 8
Welding Suitability Indices in
Distortion
Welding Suitability
Indices in Distortion
Base Metal
Melting
Temperature,
Tm (°C)
Thermal
Diffusivity, a
(mm2 / sec)
Thermal
Expansion, α
(1/°C) *10-6
Elastic
Modulus, E
(kN/mm2)
Yield Limit,
ơy, (N/mm2)
Welding
Suitability
Indices in
Distortion
Low Alloy Steel 1520 7.5-9.5 11 210 200-700 1
High Alloy Steel 1400 5.0-7.5 16 200 250-550 0.86
Aluminium Alloy 600 75-100 24 65 80-280 0.01
Titanium Alloy 1800 6 8.5 110 500-700 1.08
Copper Alloy 1080 120 18 130 30-420 0.02
Nickel Alloy 1435 15 13 215 120-630 0.43
14. Measurement of Distortion
14
Distortion in the post weld cooled state is determined by
applying length and angular measuring techniques
Transverse and Longitudinal Shrinkage are determined by
Measuring Tape
Angular Shrinkage is measured on a measuring plate by
means of straight edge set against the component (as shown
in below figure)
Figure: Measuring Longitudinal
& Transverse Shrinkage
Figure: Measuring Angular Distortions
15. Measurement of Distortion
15
Measuring Bending or Angular Distortion
Figure: Measuring Angular Distortions or
Bending
Figure: Measuring Angular Distortions
Figure: Measuring Bending
16. Measurement of Distortion
16
Circumferential
measurements on spherical
and cylindrical shells are
performed by string wrapped
around the structure
Vertically extended
components, e.g. Pillars,
supports and tank walls,
inclinations and deflections
are measured by means of
strings hanging exactly
vertically and tensioning
weight immersing in water
Figure: Distortions in Circumferential Figure: Distortions in vertically Extended
17. Control of Distortion in
Weldments17
Welding Residual stresses and Welding Distortion behave in
a contrary way
Least root gap:
As small as possible, but sufficient for good penetration
Excessive gaps should be avoided
Included angle should not exceed 60°
For heavy sections, double-V preparation should be preferred
18. Control of Distortion in
Weldments18
Tack Welding
Sufficiently long tack welds
transmit shrinkage forces
Tack weld length should be
two-three times the plate
thickness
Preheating, slag removal and
further defect removal
methods are employed to
counter undesired
phenomenon due to tack weld
Narrow Groove Section in
Welding
Least as possible to produce least
heat concentration
U shape groove is preferable than
Vee shape
Symmetrical weld groove reduces
angular shrinkage, but residual
stresses are increased
Double-sided fillet weld is selected
over single-sided fillet weld
19. Control of Distortion in
Weldments19
Counter or Opposing Set-up
Figure: War page in a T-beam and
Suggested Counter setup
Figure: Counter Set-up for Angular Distortion
20. Correction of Distorted
Weldments20
If a weldment warps despite the precautions taken, there are
ways and means of correcting the defect using one of the
following two methods:
Methods for Correction of
Distorted Weldments
Mechanical
Methods
Presses, Jack Screws
, Straightening Rolls,
Sledges, Special
Fixtures
Thermal
Methods
Oxy-
acetylen
e torch
Carbon
Arc
Powerful
oil or
gas
burners