by Paul Deffenbaugh | 2 August 2021 12:00 am
A third-party test of stiffeners and how they control deflection of architectural metal panels

Some of the most common methods include flexible silicone sealants, acrylic foam tapes, rigid structural adhesives and welding. This article summarizes an independent third-party analysis conducted by Intertek in its Fridley, Minn., lab of six different stiffener attachment methods in industry-accepted ASTM test methods for evaluating the performance of architectural panels.
Three aluminum stiffeners were attached to 5-foot by 8-foot (1.5-m x 2.4-m) aluminum panels with the below attachment methods. (Figures depict each specific attachment.)
The ASTM test methods used in this study are trusted to determine suitability for high-risk attachment of stiffeners and panels to building exteriors and are relevant to other markets as they test structural integrity across varying stress loading, pressure cycling and environmental conditions. Center panel deflection was measured during wind load structural testing to determine the ability of each stiffener attachment method to meet the L/60 criterion for aluminum wall panels according to the International Building Code (IBC) Section 1604 Deflection Limits. “L” is the longest panel dimension.
All panels passed the rigorous testing sequence and can provide acceptable performance in stiffener attachment applications. The panels passed both positive and negative wind load structural tests up to 120 pounds per square foot (psf), which corresponds to a sustained wind speed of 220 mph (350 kph). For the hurricane impact tests, 96-inch (2.4-m) missiles were launched at panels between 15-16 meters per second velocity, and the stiffeners attached with acrylic foam tape, structural silicone sealant and stitch welds remained bonded. Hurricane pressure cycling tests at a design pressure up to 80 psf (3.8 kPa) were also passed. The table below summarizes test results of each attachment method:

Table 1: Third-Party ASTM Results
After four different ASTM tests run sequentially, each set of panels and attachment likely saw greater stresses in a condensed time period than many real applications will see in their lifetime. None of the stiffeners failed when subjected to pressures equivalent of 220 mph (355 km/h) sustained wind speeds, and there was only one failure during missile impact testing.
The entire application process, labor, cost and aesthetics should be assessed alongside the stiffener performance to determine an appropriate stiffener attachment method. Acrylic foam tapes offer the greatest process flexibility through ease of use and immediate handling strength, and have the most aesthetically pleasing result, whereas welding and rigid structural adhesives have more complicated or less efficient processes but provide the greatest shear strength performance when needed for an application.
From a panel deflection viewpoint, the two thinnest acrylic foam tapes (3M VHB Tape G16F and 3M VHB Tape GPH-160GF) and the rigid structural adhesive (3M Scotch-Weld Metal Bonder Acrylic Adhesive DP8407NS) outperformed all the other attachment methods by passing the L/60 criterion up to 80 psf (3.8 kPa), while the other attachment methods only passed up to 40 psf (1.9 kPa).
Attachment Method Overview
Welding:
Rigid Structural Adhesive – 3M Scotch-Weld Metal Bonder Acrylic Adhesive DP8407NS:
Silicone Sealant – DOWSIL 795 Building Sealant
Acrylic Foam Tapes – 3M VHB Tapes
A simplified comparison of results is shown below in Table 2:

Table 2: Results Comparison
Steve Austin is an application engineer at 3M[1], St. Paul, Minn., and has worked in this role for 17 years in support of customers using adhesives and tapes for bonding applications in the construction market. Prior to this, he was a product development engineer at 3M for 14 years.
Reese Weber is a chemical engineer who has worked with many adhesives at 3M[1] since 2012. He is currently a senior application engineer for 3M VHB Tapes, working with customers on their design, technical testing, product selection and more.
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