Welcome YOU: Institute of Welding & Testing Technology
Welcome YOU: Institute of Welding & Testing Technology
Welcome YOU: Institute of Welding & Testing Technology
WELCOME
YOU
FOR THE TOPIC:
S S
Arc Spot Weld
Resistance Spot Welds
R1 H = 0.24 x I2 x R x T.
4. DOWN SLOPE TIME – REQUIRES FOR THE CURRENT TO CUT OFF FROM PEAK
TO ZERO.
6. OFF TIME - IS THE PERIOD BETWEEN THE END OF ONE SPOT CYCLE TO
START ANOTHER SPOT CYCLE.
INSTITUTE OF WELDING & TESTING TECHNOLOGY
Relation between Current and time:
A - WILL HAVE:
LESS DISTORTION;
• LESS OXIDATION;
C
Time A: Strong current and short time
C: Small Current and long time
B: Medium current and medium time
INSTITUTE OF WELDING & TESTING TECHNOLOGY
EFFECT OF PRESSURE:
REQUIREMENT OF ELECTRODES
1. ELECTRODES CENTERED AND FIXED SECURELY TO ELECTRODES HOLDER;
2. FREE MOVEMENT ALLOWING FOR CONSISTENT PRESSURE REPEATABIL-ITY;
3. QUICK RESPONSE OF THE ELECTRODE ARM ALLOWS FOR PRESSURE TO BE
MAINTAINED DURING WELDING;
4. ELECTRODES MUST HAVE LOW NATURAL RESISTANCE, HIGH HEAT CONDUCTIVITY
AND MAINTAINED HARDNESS EVEN AT HIGH TEMPERA-TURES;
5. HIGH CONDUCTIVITY ELECTRODES ARE USED FOR LOW CONDUCTIVE MATERIALS
AND LOW CONDUCTIVE ELECTRODES BEING USED FOR HIGH CONDUCTIVE
MATERIAL.
INSTITUTE OF WELDING & TESTING TECHNOLOGY
FUNCTIONS OF ELECTRODES:
1. SUPPLY SUFFICIENT WELDING CURRENT TO THE REQUIRED AREA;
2. HEATING DURING WELDING AND QUICK COOLING AFTER WELDING;
3. DEFINE THE WELDING ZONE AND MAINTAIN CORRECT PRESSURE;
SHAPE OF ELECTRODES:
1. AS TIP OF THE ELECRODE DETERMINE THE WELDING AREA ON THE WORK PIECE IT
IS NECESSARY TO MAINTAIN THE CONTANT SHAPE FREE FROM WEAR
2. MANY TYPES OF SHAPES ARE USED IN ELECTRODES
The most commonly used electrodes shapes are “p” and “CR” types.
INSTITUTE OF WELDING & TESTING TECHNOLOGY
ELECTRODE TIP: WATER
TEFLON TUBE
NEW
USED
2~3 mm
WEAR LINE 0.5 mm
6 mm
GO NOGO
6~8 mm > 8mm
3-Switching-on of the adjusted welding current for the period of the welding time.
Formation of the weld nugget in the joining zone of both work-pieces.
4- Maintaining the electrode force for the period of the set post-weld holding time.
5- Switching-off the force generating system and lifting the electrodes of the work piece.
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P
r
Pressing Time
e
s
s
u
r
e On Time
Squeeze Time Weld Time Hold time Off Time
WELD TIME: in which the welding current is applied to the work part. The weld time is
measured and adjusted in cycles of the line voltages as are all timing functions. One
cycle is 1/50 of a second in a 50 Hz power system.
As the weld time is, more or less, related to what is required for the weld-spot, it is really
complicated to provide an exact value of weld time.
HOLD TIME: is the time, after the welding, when the electrodes are still applied to the
sheet to chill the weld. Considered from a welding technical point of view, the hold time
too is the most remarkable welding parameter.
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Hold time is absolutely essential to permit the weld nugget to get solidified before the
part is released, but it must not be protracted too long, as this may cause the heat in the
weld spot to spread to the electrodes and cause over heating.
Then the ERW electrodes will be exposed to get further worn out. If the hold time is too
long and the carbon content in material is high (>0.1%), there is an additional risk to
obtain a brittle weld nugget; However, a longer hold time is normally recommended
while welding galvanized carbon steel.
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If excessive heat is applied or applied too quickly, or if the force between the base
materials is too low, or the coating is too thick or too conductive, then the molten area
may extend to the exterior of the work pieces, escaping the containment force of the
electrodes (often up to 30,000 psi). This burst of molten metal is called expulsion, and
when this occurs the metal will be thinner and have less strength than a weld with no
expulsion. This burst of molten metal is called expulsion, and when this occurs the metal
will be thinner and have less strength than a weld with no expulsion.
Applying too little energy will not melt the metal or will make a poor weld. Applying too
much energy will melt too much metal, eject molten material, and make a hole rather
than a weld. Another feature of spot welding is that the energy delivered to the spot can
be controlled to produce reliable welds.
The common method of checking a weld's quality is a peel test. An alternative test is the
restrained tensile test, which is relatively difficult to perform, and requires calibrated
equipment. Because both tests are destructive in nature (resulting in the loss of sailable
material), non-destructive methods such as ultrasound evaluation are in various states
of early adoption by many OEMs.
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INSTITUTE OF WELDING & TESTING TECHNOLOGY
INSTITUTE OF WELDING & TESTING TECHNOLOGY
No Splash
Nugget
Large
PRESSURE
Small
Explosion
CURRENT
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Nugget diameter
3.5√t 5√t
WELDING TIME
should ideally be between
3.5t and 5t in order to
provide proper strength.
WELDING CURRENT
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Typical minimum weld strength value (shear to failure) for ordinary carbon steel of 280 N/mm2
tensile strength minimum.
Nominal 3.5√t Nominal 4√t Nominal 5√t Nominal 6√t
Sheet Weld Weld Weld Weld Weld Weld Weld Weld
thickness diameter strength diameter strength diameter strength diameter strength
mm Ø mm k/N Ø mm k/N Ø mm k/N Ø mm k/N
0.6 2.7 1.3 3.1 1.6 3.9 2.0 4.6 2.3
0.8 3.1 2.3 3.6 3.0 4.5 3.6 5.4 4.2
1.0 3.5 3.2 4.0 3.7 5.0 4.3 6.0 5.1
1.2 3.8 4.1 4.4 4.6 5.5 5.4 6.6 6.2
1.6 4.4 5.5 5.1 6.0 6.3 7.4 7.6 8.3
2.0 5.0 7.2 5.7 8.4 7.1 10.8 8.5 13.0
2.5 5.5 10.6 6.3 11.8 7.9 14.5 9.5 17.3
3.0 6.1 12.0 6.9 14.0 8.66 17.8 10.4 22.0
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4.4
Shear strength, N/mm2
4.2
4.0
3.8
3.6
3.2
4.5 5.0 5.5 6.
Nugget size, in mm 0
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Spacing Size
Minimum size & spacing - essentials for ERW spot-welding of ordinary steel.
Sheet Weld Size Spacing Sheet Weld Size Spacing
thickness mm Ø mm mm thickness mm Ø mm mm
0.38 - 0.62 3.0 9.7 2.15-2.52 6.6 39.6
0.63 - 0.87 3.8 15.7 2.53 - 2.91 7.1 42.7
0.88 - 1.13 4.3 19.1 2.92-3.29 7.4 46.0
1.14 - 1.38 5.1 23.9 3.30-3.67 7.6 49.3
1.39 - 1.64 5.3 26.9 3.68-4.05 8.1 52.3
1.65 - 1.89 5.6 30.0 4.06-4.22 8.4 55.4
1.90 - 2.14 6.1 35.1 Ref: D 8.7 Recommended Practices for Automotive
Weld Quality – Resistance Spot Welding.
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INSTITUTE OF WELDING & TESTING TECHNOLOGY
I. RWMA Class- 1
Depending on the shape and type of electrode, solid electrodes or electrode caps, must
be either re-machined or recycled. The slide depicts ahead various types of electrodes,
electrode caps and holders.
Dependent upon the electrode application, different alloyed electrode materials are used,
as stated before. The added alloying elements influence the red hardness, the tempering
resistance, the conductivity, the fusion temperature, the electrode alloying tendency,
and, finally, the machine-ability of the electrode material. When beryllium is used as an
alloying element, the admissible M A C values must be strictly adhered to during re-
machining or dressing of the electrodes.
INSTITUTE OF WELDING & TESTING TECHNOLOGY
This principle design applies to spot, projection and roller seam welding
machines. Differences are to be found merely in the type of electrode fittings
and in the electrode shapes.
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ERW welding typically employs power in the form of direct current, alternating current,
medium frequency half-wave direct current, or high-frequency half wave direct current.
However, AC current has the simplest arrangement and cost effective too, generally a
transformer supplies energy to the weld joint in the form of low voltage, high current AC
power; however, unavoidable are the disadvantages of current zeros and cooling of weld
nuggets. In relation to the average current values, peak loads occur and, with that,
increased electrode wear. Such extreme peak loads do not occur with DC . However, the
structural design of a DC supply unit is more complicated and thus more expensive than
the AC supply.
Continued…
INSTITUTE OF WELDING & TESTING TECHNOLOGY
In order to realize the higher welding current in shorter times, the impulse
capacitor resistance welding technique is used. The rectified primary current
is stored in capacitors and, through a high-voltage transformer, converted to
high welding currents. The advantages of this technique are low heat input
and high reproducibility. Because of the high density energy, materials with
good conductivity too can be welded including multiple projection spot welds.
A disadvantage of this system is, apart from its high costs, the difficult
regulation of welding current.
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PROJECTION SPOT WELD:
is a modification of ERW spot welding, indeed, in which the weld is localized by means of raised
sections or projections, on one or both of the work pieces to be joined. Heat is concentrated at the
projections, which permits the welding of heavier sections or the closer spacing of welds. The
projections can also serve as a means of positioning the work pieces. Projection welding is often used
to weld studs, nuts, and other screw machine parts to metal plate. It is also frequently used to join
crossed wires and bars. This is another high-production process, and multiple projection welds can be
arranged by suitable designing and jigging.
Depending on the demands on the joint strength or on the projection rigidity, different projection
shapes are applied. These are annular, circular or longitudinal projections. The welding projections are,
according to their size, adapted to the used plate thickness and may, therefore, appear as different
types in the work piece: embossed projections, solid projections and natural projections. The shape is
embossed onto the plate surface by appropriate die plates, dies and, if necessary, counter dies.
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PROJECTION SPOT WELDER (RPW)
~
Step-2
~
Step-1
Ideal for the multiple spot welds, wherever the spacing is the chief constraint , by the design.
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Spacing
Pre-formed
Projections S
Wherever the space constraints, lower than the minimum requirements for ERW Spot Welds or uneven thickness
joint conditions exist, then the option of Projection Spot Welding is selected to obtain the acceptable weld nuggets.
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PRE-FORMED PROJECTIONS
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SEAM WELDING:
ERW seam welding is a process that produces a weld at the faying surfaces of two similar
metals. The seam may be a butt joint or an overlap joint and is usually an automated or
mechanized system. It differs from butt-welding in that butt welding typically welds the
entire joint at once where the seam weld forms progressively starting from one end. Like
spot welding, seam welding relies on two electrodes, usually made out of alloyed copper,
to apply pressure and current. The electrodes are disc shaped and rotate as the material
passes between them. This allows the electrodes to stay in constant touch with the
material to make a continuous long seam welds. The electrodes may also move or assist
the movement of the material.
Seam welding produces an extremely durable weld because the joint is forged due to the
heat and pressure applied. A properly welded joint formed by resistance welding is
typically stronger than the material from which it is formed.
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In contrast to resistance spot welding the disc-shaped electrodes remain in contact and
turn continuously after the first weld spot has been produced. At the points where a
welding spot is to be produced again the current flow is initiated. Dependent on the
electrode twist rate and on the welding current frequency, spot welds or seal welds with
overlapping weld-nuggets are produced.
A transformer supplies energy to the weld joint in the form of low voltage, high current
AC power. The application of DC current also produces seal welds. The joint of the work
piece has high electrical resistance relative to the rest of the circuit and is heated to its
melting point by the current. The semi-molten surfaces are pressed together by the
welding pressure that creates a fusion bond, resulting in a uniformly welded structure.
Most seam welders use water cooling through the electrode, transformer and controller
assemblies due to the heat generated.
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INSTITUTE OF WELDING & TESTING TECHNOLOGY
INSTITUTE OF WELDING & TESTING TECHNOLOGY
Resistance seam welding (RSEW) is a resistance welding process
which produces coalescence at the faying surfaces the heat obtained
from resistance to electric current through the work parts held
together under pressure by electrodes OR A type of continuous weld
made between or upon overlapping metal parts.
Step-2 Step-1
~ ~
Stud
A R C S T U D W E L D - B E N D T E S T S 59
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Spacing
S P O T W E L D T E S T: Ref. QW-462.8
H O L D , B E N D & P E E L A PA R T
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CROSS-TENSION TEST
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S P O T W E L D S H E A R L O A D T E S T: Ref. QW-462.9
Ref: QW-462.10 & 11 Shear Strength Requirements of Spot or Projection Weld Test Specimens.
SINGLE OR MULTIPLE SPOT WELDS SHEAR TEST SPECIMENS
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S H E A R L O A D T E S T: Ref. QW-462.9
THANKS A LOT
SINGLE OR MULTIPLE SPOT WELD SHEAR TEST SPECIMEN