Safeguarding Against Warpage and Distortion During Hot-Dip Galvanizing of Steel Assemblies
Safeguarding Against Warpage and Distortion During Hot-Dip Galvanizing of Steel Assemblies
Safeguarding Against Warpage and Distortion During Hot-Dip Galvanizing of Steel Assemblies
1. Scope 850°F (438 to 454°C), the stress can be slightly relieved but the
1.1 Steel assemblies and subassemblies fabricated by weld- constraint of the framing does not allow the stresses to be
ing, such as composite structural members, sash, weldments, completely relieved. The stress relief is minimal and, thus, the
etc., that are to be hot-dip galvanized after fabrication, are internal stress level of the sheet or plate compounds because of
subject to warpage and distortion of the material due to the the addition of the contraction forces. When the fabrication
heating and cooling integral to the galvanizing operation, cools after galvanizing, the framing also restricts the contrac-
particularly when it is necessary for the assembly to be dipped tion of the sheet or plate further increasing internal stresses. If
more than once to coat the entire surface. the warpage or distortion is minimal, the fabrication may be
1.2 This specification is applicable in either inch pounds or acceptable but, if the distortion is significant, the fabrication
SI units. Inch pounds and SI units are not necessarily exact may need to be reworked with the sheet or plate attached to the
equivalents. Within the text of this specification and where frame after hot-dip galvanizing.
appropriate, SI units are shown in parentheses. 3.2 Warpage is accentuated by the use of nonsymmetrical
sections such as channels. Regardless of size, channels that are
2. Referenced Documents galvanized by themselves often require straightening after
2.1 ASTM Standards: 2 galvanizing. This is not true of an I-beam, pipe, H-column, or
A 143/A 143M Practice for Safeguarding Against Em- any other section that is symmetrical about both its major axes.
brittlement of Hot-Dip Galvanized Structural Steel Prod- Channels and other nonsymmetrical sections should be avoided
ucts and Procedure for Detecting Embrittlement for the framework of a sheet metal assembly that is to be
A 385 Practice for Providing High-Quality Zinc Coatings hot-dip galvanized whenever it is possible to use symmetrical
(Hot-Dip) shapes or sections as framing pieces.
A 780 Practice for Repair of Damaged and Uncoated Areas 3.2.1 Checkered plate may also warp or distort during
of Hot-Dip Galvanized Coatings galvanizing due to the asymmetry of the plate design. Since all
of the deformations are on one side of the plate, the residual
3. Factors in Warpage and Distortion stress from fabricating the checkered plate may cause warpage
3.1 One of the most commonly distorted and warped mem- or distortion. This may be accentuated by attaching checkered
bers of assemblies is that of sheets or plates from No. 20 gage plate to a frame before hot-dip galvanizing.
[0.812 mm] to 1⁄4 in. [6.35 mm] in thickness which are 3.3 The use of wide radii bends in corners is recommended.
assembled by welding or riveting to bar-size shapes, angles, In the case of sheet metal, the product that has a right-angle
channels, tees, etc. The sheets or plates have residual stress bend in the sheet metal itself will remain flatter and be freer
from the welding or riveting as well as stress from rolling from distortion if the radius of the bend is as large as practical.
operations to bring the sheet or plate to its final thickness. As For extremely tight bends that are integral to the fabrication,
the sheet or plate is heated to galvanizing temperature, 820 to stress relieving in accordance with the section on Cold Work-
ing and Thermal Treatment of Practice A 143/A 143M is
recommended to avoid warpage or distortion.
1
This practice is under the jurisdiction of ASTM Committee A05 on Metallic- 3.4 Certain welding practices, weld sizes and configura-
Coated Iron and Steel Products and is the direct responsibility of Subcommittee
tions, and thickness differences between welded components
A05.13 on Structural Shapes and Hardware Specifications.
Current edition approved May 1, 2007. Published June 2007. Originally can introduce imbalanced stresses into the weldments. If these
approved in 1955. Last previous edition approved in 2002 as A 384/A 384M - 02. stresses are combined with other stresses during hot-dip
This practice is based upon the work of the Technical Services Committee of the galvanizing, the stress relieving effect of galvanizing may
American Galvanizers Association.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
permit distortion to occur.
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM NOTE 1—One example of this situation is the bracing of two large
Standards volume information, refer to the standard’s Document Summary page on
pieces in a fabrication by a smaller piece. The smaller piece is welded at
the ASTM website.
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