ASTM D1894 — read the full explanation
ShearStatic and kinetic coefficients of friction of plastic film and sheeting.
Force is applied across the specimen rather than along it, so the layers slide against each other and shear strength is read at the point they part.
Static and kinetic coefficients of friction of plastic film and sheeting.
Apparent shear strength of single-lap-joint adhesively bonded metal specimens.
Short-beam strength — interlaminar shear strength of composite laminates.
Carbon-fibre laminate qualification — tension, compression (CLC) and interlaminar shear.
Lap-shear strength of adhesively bonded plastic and FRP joints.
In-plane shear strength of reinforced plastics — withdrawn 2024, superseded in practice by ASTM D5379. Equivalent to: ASTM D5379
In-plane shear response by tensile test of a ±45° laminate.
In-plane shear properties by rail shear method. Withdrawn 2025 — replaced by ASTM D7078.
Shear properties by V-notched beam (Iosipescu) method.
Shear properties by V-notched rail shear method.
Shear strength of plastics by punch-type shear tool.
Strength of adhesive bonds in shear by compression loading (wood block shear).
Strength of anchors in concrete elements (cast-in and post-installed anchor pull-out).
Post-installed mechanical and chemical anchors — tension and shear capacity.
Intervertebral body fusion devices — static and dynamic axial compression, shear.
Evaluation of the resistance spot welding behaviour of automotive sheet steel — shear tension and cross tension testing of welded coupons.
European aerospace CFRP coupon methods — tensile, flexure and interlaminar shear.
European aerospace series — CFRP parallel-fibre tensile, flexural and interlaminar shear.
European aerospace CFRP coupon methods — tensile, flexure and interlaminar shear.
European aerospace CFRP coupon methods — tensile, flexure and interlaminar shear.
FRP hull laminate coupon verification per ASTM D3039 / ISO 527-4 and core shear per ASTM C393.
Apparent interlaminar shear strength by short-beam method.
Tensile-shear testing of resistance spot and embossed projection welds.
Tensile lap-shear strength of rigid-to-rigid bonded assemblies.
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Thickness, width and expected break force decide the grip as much as the method does. Send us those and we will specify the frame, the load cell and the fixture around them.