VIRTUAL TESTING / CDS WORKBENCH

ASTM C273 · Core shear

Measures sandwich-core shear strength and stiffness from loading parallel to the facing plane.

Analytical / measured-data assessment

Official ASTM C273/C273M-20 ↗

Open this exercise in Workbench ↗

CDS sign-in and suitable licensed access may be required.

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

01

Specimen & fixture

Actual Workbench C273 core shear setup
Recorded Workbench setup or assessment view · Full-size capture ↗
02

Calculated assessment

Elastic specimen response

Force magnitude (N)

Recorded instructional case. Relative plate shear displacement (mm) versus Force magnitude (N). Exact saved values are available in the table below.1,00007500.015000.022500.0300.04

Relative plate shear displacement (mm)

View plotted values
Elastic specimen response — recorded values
SeriesRelative plate shear displacement (mm)Force magnitude (N)
Elastic specimen response00
Elastic specimen response0.04999.9999999999999
03

Set up in CDS

  1. Link a core-only stack between bonded loading plates.
  2. Set bonded plan area and the core shear modulus.
  3. Enter force and matched measured core shear strength.
  4. Review shear strain and relative plate displacement.
Bare-core specimen and shear-loading platesExplicit core modulus and linked core thicknessNominal stress and relative displacement across the core
Inputs for this recorded case
  • 250 × 50 × 20 mm
  • 1 core layer / 20 mm
  • Selected force 1000 N
  • Explicit source calibration/properties

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

04

Response & readout

Supplied elastic constitutive law

Stress magnitude (MPa)

Recorded instructional case. Strain magnitude (—) versus Stress magnitude (MPa). Exact saved values are available in the table below.0.0800.060.00050.040.0010.020.001500.002

Strain magnitude (—)

View plotted values
Supplied elastic constitutive law — recorded values
SeriesStrain magnitude (—)Stress magnitude (MPa)
Supplied elastic constitutive law00
Supplied elastic constitutive law0.0020.08
Loaded area
12,500 mm²
Shear nominal stress
0.08 MPa
Shear strain magnitude
0.002 —
All recorded readouts
Loaded area
12,500 mm²
Shear nominal stress
0.08 MPa
Shear strain magnitude
0.002 —
Relative plate shear displacement
0.04 mm
Demand / measured strength
0.08 —
Linked specimen thickness
20 mm

Uniform elastic core shear. Adhesive slip, end effects and cell-scale fields are excluded.

About this ASTM reference

Standard Test Method for Shear Properties of Sandwich Core Materials

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 elastic core shear. Adhesive slip, end effects and cell-scale fields 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.