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ASTM Testing Standards

ASTM C393_Standard Test Method for Shear Strength

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titleTest Specimen Sampling and Geometry
  • Specimen has is rectangular in cross-section

  • Length x Width x Depth - 200 mm x 75 mm x Thickness of Sandwich Construction

  • Make sure to test at least five specimens per test condition unless you are confident that the results obtained are valid through the use of fewer specimens.

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titleEquipment and Apparatus:
  •  Equipment: ball-interfaced and anvil interface micrometer, deflectometer, conditioning chamber, environmental test chamber are recommended but not required.

  • Apparatus: The machine will have a stationary and movable head, the machine should be able to indicate the total force being carried by the test specimen, it will either be a 3- or 4-point bend test. Below is what they used

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titleEquipment and Apparatus:
  • Apparatus: UTM with a deflection transducer, pictured below

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titleProcedure:

  • Test at least five specimens.

  • Condition the specimen in a chamber if the test environment is not the same as a conditioned environment.

  •   Measure the length, width and thickness at three places in the specimen.

  • Place the specimeninto the test fixture and align the fixture so the longitudinal axis of the specimen is perpendicular (within 1 degree) to the longitudinal axes of the loading bars, the bars must also be parallel (within 1 degree) to the plane of the specimen facings. Attach Measure the length, width and thickness at three places in the specimen.

  • Place the specimeninto the test fixture as shown in the equipment and apparatus section.

  • Attach the deflection transducer.

  • Apply a compressive force to the specimen until failure or until a deflection equal to the thickness is reached.

  • It was noted that the speed of testing should be around Speed of Testing = 6mm/min

  • Failure should occur at 3-6 minutes.

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titleReported during the test:
  • Force versus crosshead displacement, force versus deflection data continuously, or at frequent intervals (around 2-3 recordings per second, with a target minimum of 100 recorded data points)

  • If there are any initial failures, record force, displacement and mode of damage where the failure occurs. 

  • Record mode, area and location of each failure. 

  • Use the failure identification codes

  • Record the max force, failure force, head displacement and the deflection at the moment of ultimate failure. 

  • For ultimate failure modes, record the mode, area and location of ultimate failure for each material. 

  • Calculations:

    • For 3-Point Mid-Span Loading:

      • Core Shear Ultimate Stress

      • Core Shear Yield Stress

      • Facing StressImage AddedImage Added
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    • For 4-Point, Quarter-point loading:

      • Core Shear Ultimate Stress

      • Core Shear Yield Stress:

      • Facing Bending StressImage Added
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    • For 4-Point (Third Point) Loading:

      • Core Shear Ultimate Stress

      • Core Shear Yield Stress:

      • Facing Bending Stress:

these calculations are in the confluence page
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ASTM D3039_Standard Test Methods for Tensile Properties

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titleEquipment and Apparatus:
  • Equipment required:

    • Micrometers/calipers

    • Strain-Indicating Device

    • Bonded Resistance Strain Gauges

    • Emery cloth

    • Special Alignment Jig (pictured below)

  • Compression Testing Fixture(pictured below are schematics and the actual fixture)

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  • Apparatus:

    • There will be a force indicator

    • The machine will have two loading heads. 

^^^I don’t exactly know what this means (interpret pls)

  • The drive mechanism will be able to give a controlled displacement rate with respect to the stationary head. 

  • If the atmosphere conditions suck use a conditioning chamber and an environmental test chamber.

  • If the material is super stiff use an extensometer. 

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