VIRTUAL TESTING / CDS WORKBENCH

ASTM C297 · Sandwich flatwise tension

Measures tensile strength through a sandwich panel to assess the core, facings or bonds connecting them.

Analytical / measured-data assessment

Official ASTM C297/C297M-16(2024) ↗

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Recorded instructional case · Workbench captures and saved calculation data, October 2026. This website preview does not run the test.

01

Specimen & fixture

Actual Workbench C297 sandwich flatwise tension setup
Recorded Workbench setup or assessment view · Full-size capture ↗
02

Calculated assessment

Ideal sandwich elastic extension

Tensile force (N)

Recorded instructional case. Specimen extension (mm) versus Tensile force (N). Exact saved values are available in the table below.1,00007500.020035000.040052500.0600800.0801

Specimen extension (mm)

View plotted values
Ideal sandwich elastic extension — recorded values
SeriesSpecimen extension (mm)Tensile force (N)
Ideal sandwich elastic extension00
Ideal sandwich elastic extension0.08011000
03

Set up in CDS

  1. Link equal facesheets and the core between loading blocks.
  2. Enter core and facesheet through-thickness moduli.
  3. Enter measured core, bond and facesheet tensile strengths.
  4. Review extension and the separate strength demands.
Linked facesheet/core thickness consistencySeries compliance through the sandwich stackIndependent core, bond and facesheet strength inputs
Inputs for this recorded case
  • 50 × 50 × 22 mm
  • 17 plies / 22 mm
  • Selected force 1000 N
  • Explicit source calibration/properties

These are teaching-case inputs, not ASTM-prescribed specimen dimensions or acceptance criteria.

04

Readout & interpretation

Flatwise tensile stress
0.4 MPa
Core demand / measured strength
0.4 —
Bond demand / measured strength
0.2667 —
Facesheet demand / measured strength
0.01 —
Lowest supplied tensile strength
1 MPa
Specimen elastic extension
0.0801 mm
All recorded readouts
Flatwise tensile stress
0.4 MPa
Core demand / measured strength
0.4 —
Bond demand / measured strength
0.2667 —
Facesheet demand / measured strength
0.01 —
Lowest supplied tensile strength
1 MPa
Specimen elastic extension
0.0801 mm
Specimen elastic compliance
8.010e-5 mm/N

Uniform flatwise sandwich tension. Bondline compliance and progressive debonding are excluded.

About this ASTM reference

Standard Test Method for Flatwise Tensile Strength of Sandwich Constructions

Active catalog edition checked October 10, 2026. The official standard defines the physical method; the CDS example below has a narrower modeling scope. Full procedures remain on ASTM’s site.

Find this setup in Workbench

Opens the connected guided study. Select the matching ASTM setup in the Test menu to inspect its fixture.

What this CDS case represents

Read the actual ASTM standard ↗

Uniform flatwise sandwich tension. Bondline compliance and progressive debonding are excluded.

This analytical or measured-data model provides its own curves and metrics. Synchronized failure playback is not supported; a mounted fixture view does not imply that contact, crack growth or impact history is solved.

Instructional model comparison, not experimental validation or ASTM certification. Physical testing requires the licensed standard and a qualified test program.