VIRTUAL TESTING / CDS WORKBENCH

ASTM C393 · Sandwich core flexure

Uses sandwich-beam bending to assess core or core-to-facing shear strength and collect load-deflection behavior.

Analytical / measured-data assessment

Official ASTM C393/C393M-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 C393 sandwich core flexure setup
Recorded Workbench setup or assessment view · Full-size capture ↗
02

Calculated assessment

Nominal core shear screening

Core shear stress (MPa)

Recorded instructional case. Total machine force (N) versus Core shear stress (MPa). Exact saved values are available in the table below.0.238100.17861250.1192500.059523750500

Total machine force (N)

View plotted values
Nominal core shear screening — recorded values
SeriesTotal machine force (N)Core shear stress (MPa)
Nominal core shear screening00
Nominal core shear screening5000.23809523809523808
03

Set up in CDS

  1. Link the equal facesheets and actual core dimensions.
  2. Set three-point support span and total machine force.
  3. Enter measured core and facesheet strengths.
  4. Review nominal core shear and facesheet stress.
Three-point sandwich loading viewSeparate core shear and mean facesheet stressesMatched measured core and face strength demands
Inputs for this recorded case
  • 350 × 50 × 22 mm
  • 17 plies / 22 mm
  • Selected force 500 N
  • Explicit source calibration/properties

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

04

Response & readout

Nominal facesheet screening

Mean face stress magnitude (MPa)

Recorded instructional case. Total machine force (N) versus Mean face stress magnitude (MPa). Exact saved values are available in the table below.35.71026.7912517.862508.9293750500

Total machine force (N)

View plotted values
Nominal facesheet screening — recorded values
SeriesTotal machine force (N)Mean face stress magnitude (MPa)
Nominal facesheet screening00
Nominal facesheet screening50035.714285714285715
Maximum bending moment
37,500 N·mm
Nominal core shear stress
0.2381 MPa
Mean facesheet stress magnitude
35.71 MPa
All recorded readouts
Maximum bending moment
37,500 N·mm
Nominal core shear stress
0.2381 MPa
Mean facesheet stress magnitude
35.71 MPa
Core shear demand / measured strength
0.2381 —
Facesheet tension demand / measured strength
0.07143 —
Facesheet compression demand / measured strength
0.119 —
Linked total sandwich thickness
22 mm

Nominal stress screening. Deflection history, indentation and wrinkling are excluded.

About this ASTM reference

Standard Test Method for Core Shear Properties of Sandwich Constructions by Beam Flexure

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 ↗

Nominal stress screening. Deflection history, indentation and wrinkling 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.