FASTENER PULL-THRU STRENGTH
(MIL-STD-1312-8A)

Model No. CU-PS  (low carbon steel)
Model No. WTF-PS  (17-4PH stainless)

This test method, as defined by MIL-STD-1312-8A (Reference 1), was originally intended for use in determining the tensile strength of fasteners.  However, its use has been broadened to include pull-thru strength, i.e., the strength of the plates the fastener is holding together.  Specifically, the pull-thru characteristics of mechanically fastened composite plates (joints) have been standardized in MIL-HDBK-17 (Reference 2).

There are a number of fixture configurations in use.  One commonly used configuration, specified in Reference 1, is shown in the photograph below.


Fastener Pull-Thru Strength Fixture – Top and Bottom Halves

The test specimen consists of two 1.5” square plates connected at their centers by the desired fastener being tested.  The plates are rotated 45 degrees relative to each other, so that the eight corners are all individually exposed.  The two pins and indexing holes shown in the photograph maintain proper rotational alignment of the two halves of the fixture.  The bottom half of the fixture contacts the four corners of the top plate and the top half of the fixture contacts the four corners of the bottom plate.  When a compressive force is applied to the assembled fixture, the fastener becomes loaded in tension.  The force required to cause the fastener to pull through a plate is the desired result.  Testing details are given in Reference 1.

The above fixture permits the use of a simple test specimen, requiring only one (fastener) hole in each plate.  Other fixture configurations are also available, utilizing specimen plates of various sizes.  These fixtures typically require multiple holes in each specimen plate, adding to the complexity of specimen fabrication.  Two such fixtures are presented in References 1 and 2, respectively.

Sources of Additional Information:

1)     1)  MIL-STD-1312-8A, “Fastener Test Methods, Method 8 – Tensile Strength,” Department of Defense, Washington, DC, October 1984.

2)     2)  MIL-HDBK-17-1E, Polymer Matrix Composites, Volume 1 – Guidelines for Characterization of Structural Materials,  1997, pp. 7-36 to 7-44.

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