per 100 grams of deposited weld metal
(H16). AWS D1.8 makes provisions for
exposure periods over 72 hours at 80 degrees
F or 80 percent relative humidity (RH).
Longer exposure times are permitted
providing the supplier can ensure the
diffusible hydrogen level will not exceed 16
ml/100 g.
The code states that electrodes shall be
provided in packaging that limits the electrodes’ ability to absorb moisture. Once
removed from the packaging, the electrode
must be able to deposit weld metal with
diffusible hydrogen content of 16 ml/100 g
of deposited weld metal.
When self-shielded FCAW filler metals
are combined with filler metals deposited by
other processes, the combination must be
checked to ensure that the minimum
required CVN is obtained. This is known as
intermix testing.
Welders usually use a filler metal that
meets the requirements for demand-
critical welds rather than take the chance
that the wrong filler metal might be used
in a demand-critical application.
Heat Input Envelope Testing
The mechanical properties of deposited weld
metal, such as tensile strength, elongation,
and CVN toughness, result from a variety
of factors, including the cooling rate
experienced during the welding cycle. Faster
cooling rates generally increase the yield and
tensile strength of the weld deposit but
decrease the elongation. Slower cooling rates
produce lower-strength deposits with greater
elongation. CVN toughness values typically
are optimal at an intermediate cooling rate,
with lower values resulting from significant
changes in either direction (increase or
decrease).
Heat input, as well as preheat (PH) and
interpass temperature (IPT), is a significant
determinant of the cooling rate. High heat
input levels decrease the cooling rates, and
low heat input levels increase the cooling rate.
D1.8 requires that the filler metals used for
demand-critical welds be evaluated in tests
run at high and low levels of heat input and
specified PH and IPT.
Heat input envelope (HIE) testing is
used to evaluate the weld metal mechanical
properties at high and low heat input levels at
specified PH and IPT. This test involves
welding plates at low heat input ( 30 kilojoules per inch) and high heat input (80
kJ/in.) and testing to show that both welds
meet minimum strength and toughness
properties. In the welding procedures, the
contractor then can use any heat input
within the qualified HIE.
Filler metal manufacturers must supply
documents certifying that their filler metals
meet the HIE test requirements. As an alternative, the contractor may provide the testing
himself or have it done by a third party.
One difference between FEMA 353 and
AWS D1.8 is that FEMA requires the HIE
testing to be done in the flat position, while
AWS D1.8 does not specify a particular position. In addition, the root pass can be made in
a single pass rather than the split pass required
in FEMA 353.
The AWS A5.20:2005 D classification
requires the same HIE testing, but if the electrode is classified as an all-position electrode,
the high-heat-input weld must be welded in
the vertical-up position. All low-heat-input
welds covered under this classification are
welded in the flat or 1G position.
For demand-critical welds in applications
in which the SLRS is subjected to service
temperatures below 50 degrees F following
completion of the structure, AWS D1.8
states that a minimum CVN of 40 ft.-lbs.
shall be provided at a test temperature not
more than 20 degrees F more than the lowest anticipated service temperature (LAST).
For example, a LAST of - 20 degrees F is
tested at 0 degrees F.
Materials designated as 7018, 7018-X,
7018-C3L, and 8018 C3 solid GMAW and
FCAW electrodes covered under AWS A5.20
and AWS 5. 29 with D designators are currently exempt from HIE testing.
Lot Testing
Filler metals for demand-critical welds also
must be tested to ensure lot-to-lot consistency.
FEMA 353 requires that HIE testing be run
on each lot of filler metal unless the engineer
grants a waiver.
AWS D1.8 has a similar requirement but
exempts from lot testing any filler metal that
is produced by a manufacturer audited by
ABS, Lloyd’s Register of Shipping, ASME, or
the Department of Defense, provided the
manufacturer has three different lot tests performed and tests at the high and low input as
dictated in Annex A of AWS D1.8.
In these cases, after three lots have been
successfully tested, only one subsequent lot
must be tested within three years. This is trade
name- and product size-specific, so filler metal
manufacturers must test every diameter of
every filler metal brand individually.
Filler metal manufacturers are diligently
testing their products to ensure that they meet
the requirements of the structural welding
code—seismic supplements. In some cases, the
welding procedures may require that the
materials meet the specifications of FEMA
353, AWS A5.20 D, AWS D1.8 seismic supplement, or some custom requirements as
dictated by the engineer in charge of the project.
Filler metal users should contact the manufacturer to see what testing has been done
and whether the product meets the requirements for their projects. ■
Roger Bushey is senior R&D engineer for ESAB Welding
& Cutting and is located at its Filler Metal Manufacturing Center, 801 Wilson Ave., P.O. Box 517, Hanover,
PA 17331, 717-637-8911, rbushey@esab.com.
WELDING UPDATE FOR INFRASTRUCTURE 2009 W11