ASTM D7332-B
7-Day Fastener Pull-Out Resistance Test

Short-Term Fastening in FRP vs. Permanent Fastening in Steel & GreenGirt® CMH™

FRP vs. 16-Gauge Steel vs. GreenGirt Composite Metal Hybrid (CMH)

ASTM D7332-B | 7-Day Fastener Pull-Out Resistance Test
Don’t be misled — Fiber-Reinforced Polymer (FRP) differs from steel in that it will exhibit Screw-Creep. Screws directly attached into FRP will lose capacity over a combination of time, force, and heat. It’s a known Power Law phenomenon. Given the elevated temperatures found inside wall cavities, it is necessary to conduct tests involving time, force, and heat to ascertain its durability and true capabilities. Employing the ASTM D7332-B test at the high service temperature of a building envelope over a duration of seven days allows for a better determination of an FRP product’s ultimate usable fastener retention value. This procedure establishes a practical baseline for a product’s fastener retention performance in FRP-based products.

Test Results

FAILED

Generic FRP

at 82º C (180ºF)

00:00:00:59

DAY    HR    MIN    SEC

#14 T-3 Fastener Tested at

50% of ASTM D7332-B Tested

Value of 869 lbs = 435 lbs

FRP
FRP
FRP

FAILED

Generic FRP

at 70º C (158ºF)

00:00:01:24

DAY    HR    MIN    SEC

#14 T-3 Fastener Tested at

50% of ASTM D7332-B Tested

Value of 869 lbs = 435 lbs

FRP
FRP
FRP

FAILED

Generic FRP

at 50º C (122ºF)

00:02:17:20

DAY    HR    MIN    SEC

#14 T-3 Fastener Tested at

50% of ASTM D7332-B Tested

Value of 869 lbs = 435 lbs

FRP
FRP
FRP

PASSED

16 Ga. Steel

at 82º C (180ºF)

07:00:00:00

DAY    HR    MIN    SEC

#14 T-3 Fastener Tested at

90% of ASTM D7332-B Tested

Value of 869 lbs = 435 lbs

16-gauge steel
16-gauge steel
16 ga steel

PASSED

GreenGirt CMH

at 82º C (180ºF)

07:00:00:00

DAY    HR    MIN    SEC

#14 T-3 Fastener Tested at

90% of ASTM D7332-B Tested

Value of 613 lbs = 552 lbs

CMH
CMH
CMH

Key Points

GreenGirt CMH is NOT FRP – it’s a Composite Metal Hybrid.
GreenGirt CMH performs equal to or greater than steel.
Fasteners in FRP should always have a backer plate per ASCE Structural Plastics Handbook.
Never direct attach to standalone FRP with a screw for structural fastening.

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