ASTM D1002
ShearApparent shear strength of single-lap-joint adhesively bonded metal specimens.
Shear
Shear Testing Machine
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.
Runs onSeries 7200
ASTM D2344
ShearShort-beam strength — interlaminar shear strength of composite laminates.
ASTM D3039 / D6641 / D2344
ShearCarbon-fibre laminate qualification — tension, compression (CLC) and interlaminar shear.
ASTM D3163 / D5868
ShearLap-shear strength of adhesively bonded plastic and FRP joints.
ASTM D3518
ShearIn-plane shear response by tensile test of a ±45° laminate.
ASTM D4255
ShearIn-plane shear properties by rail shear method.
ASTM D5379
ShearShear properties by V-notched beam (Iosipescu) method.
ASTM D7078
ShearShear properties by V-notched rail shear method.
ASTM D732
ShearShear strength of plastics by punch-type shear tool.
ASTM D905
ShearStrength of adhesive bonds in shear by compression loading (wood block shear).
ASTM E488
ShearStrength of anchors in concrete elements (cast-in and post-installed anchor pull-out).
ASTM E488 / EAD 330232-adjacent
ShearPost-installed mechanical and chemical anchors — tension and shear capacity.
ASTM F2077
ShearIntervertebral body fusion devices — static and dynamic axial compression, shear.
EN 2561
ShearEuropean aerospace CFRP coupon methods — tensile, flexure and interlaminar shear.
EN 2561 / 2562 / 2563
ShearEuropean aerospace series — CFRP parallel-fibre tensile, flexural and interlaminar shear.
EN 2562
ShearEuropean aerospace CFRP coupon methods — tensile, flexure and interlaminar shear.
EN 2563
ShearEuropean aerospace CFRP coupon methods — tensile, flexure and interlaminar shear.
ISO 12215-adjacent
ShearFRP hull laminate coupon verification per ASTM D3039 / ISO 527-4 and core shear per ASTM C393.
ISO 14130
ShearApparent interlaminar shear strength by short-beam method.
ISO 14273
ShearTensile-shear testing of resistance spot, seam and embossed projection welds.
ISO 4587
ShearTensile 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.