ASTM C473 covers the
physical test methods for Gypsum Panel Products. Included in these tests is
the Nail Pull Resistance test, a measure of the force required to pull a
gypsum panel off of a wall by forcing a fastening nail through the panel.
The reported value for Nail Pull Resistance is the maximum stress achieved
while the head penetrates through the board surface and core. ASTM C36
“Standard Specifications for Gypsum Wallboard” states the minimum
specification limit to be 77 lbs for a 1/2" board.
It is well known in
the gypsum industry that the nail pull test represents a significant barrier
to further technology advancements in manufacturing cost reduction. The
most obvious direction for cost improvement is board weight reduction. This
can be accomplished through reduced stucco usage (while simultaneously
increasing the amount of foam-produced cellular air voids) and also through
reduced liner basis weight. Both parameters are known to be important
contributors to nail pull performance and are also the two largest cost
components of the gypsum board process: board drying (related to stucco
usage and properties) and liner costs. Exactly how the measured nail pull
result is achieved is not well understood. Numerous patents have been
granted for additives or processes which are described to improve nail pull
performance although seldom do these descriptions involve the mechanism for
either the test itself or how a particular improvement beneficially alters
the mechanism.
The purpose of this
report is to describe the current level of public-domain industry knowledge
of nail pull and to design and perform an experiment to further explain
factors that are important in the test. Specifically, a theoretical
description of the forces present in the test and reported material
properties of both gypsum and foam are described, followed by an informal
patent search of relevant technologies. Next, an experiment is disclosed
that was used to determine the internal failure mechanism of the board core
during a nail pull test using Computed Tomography. Further CT data analysis
and a selection of peripheral investigative experiments are also included to
provide additional explanation. Finally, a proposed mechanism for the test
is described in a stepwise manner. Overall, 2 commercial gypsum boards were
characterized using this experimental CT nail pull technique.
It is expected that
this 54 page report will be applicably informative for industry suppliers
and gypsum board producers alike, potentially helping to contribute to
future technology development and cost reduction. Included here is a
representative example images of a failed board evaluated with Computed
Tomography. Note that this image is a 2D slice representation of an
actual 3D model of a full 3.5” diameter commercial sample.