VIRTUAL TESTING / CDS WORKBENCH

ASTM D5229 · Moisture uptake calibration

Characterizes moisture uptake and conditioning of composites before comparing properties at a defined moisture state.

Moisture calibration

Official ASTM D5229/D5229M-20 ↗

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

01

Workbench conditioning setup

Actual Workbench D5229 moisture uptake calibration setup
Recorded Workbench setup or assessment view · Full-size capture ↗
02

Uptake & calibration

Calibrated homogeneous-slab uptake

Mass gain (%)

Recorded instructional case. Time (h) versus Mass gain (%). Exact saved values are available in the table below.0.499500.3746250.2498500.1249750100

Time (h)

  • Homogeneous slab uptake
  • Entered early measurements
View plotted values
Calibrated homogeneous-slab uptake — recorded values
SeriesTime (h)Mass gain (%)
Homogeneous slab uptake00
Homogeneous slab uptake10.05000000000000001
Homogeneous slab uptake20.07071067811865477
Homogeneous slab uptake30.08660254037844388
Homogeneous slab uptake40.10000000000000002
Homogeneous slab uptake50.11180339887498951
Homogeneous slab uptake60.12247448713915891
Homogeneous slab uptake70.13228756555322954
Homogeneous slab uptake80.14142135623730953
Homogeneous slab uptake90.15000000000000002
Homogeneous slab uptake100.158113883008419
Homogeneous slab uptake110.16583123951777
Homogeneous slab uptake120.17320508075688776
Homogeneous slab uptake130.18027756377319948
Homogeneous slab uptake140.18708286933869708
Homogeneous slab uptake150.19364916731037085
Homogeneous slab uptake160.20000000000000004
Homogeneous slab uptake170.20615528128088306
Homogeneous slab uptake180.21213203435596428
Homogeneous slab uptake190.21794494717703372
Homogeneous slab uptake200.22360679774997902
Homogeneous slab uptake210.2291287847475303
Homogeneous slab uptake220.23452078799032894
Homogeneous slab uptake230.23979157616317848
Homogeneous slab uptake240.244948974271744
Homogeneous slab uptake250.24999999998370925
Homogeneous slab uptake260.25495097564191005
Homogeneous slab uptake270.2598076210530603
Homogeneous slab uptake280.26457513093646867
Homogeneous slab uptake290.26925824002206955
Homogeneous slab uptake300.2738612781218541
Homogeneous slab uptake310.27838821699871097
Homogeneous slab uptake320.2828427104768154
Homogeneous slab uptake330.28722812894629424
Homogeneous slab uptake340.2915475891893309
Homogeneous slab uptake350.2958039802787834
Homogeneous slab uptake360.29999998616183754
Homogeneous slab uptake370.3041381054313831
Homogeneous slab uptake380.3082206687001319
Homogeneous slab uptake390.31224985392204585
Homogeneous slab uptake400.31622769994868216
Homogeneous slab uptake410.3201561185617242
Homogeneous slab uptake420.3240369051850711
Homogeneous slab uptake430.32787174844868505
Homogeneous slab uptake440.33166223875062006
Homogeneous slab uptake450.33540987594225247
Homogeneous slab uptake460.33911607624385853
Homogeneous slab uptake470.3427821784826929
Homogeneous slab uptake480.3464094497331135
Homogeneous slab uptake490.3499990904276069
Homogeneous slab uptake500.3535522389985254
Homogeneous slab uptake510.3570699761026106
Homogeneous slab uptake520.3605533284737842
Homogeneous slab uptake530.3640032724440132
Homogeneous slab uptake540.3674207371671856
Homogeneous slab uptake550.37080660757671435
Homogeneous slab uptake560.3741617271039488
Homogeneous slab uptake570.3774869001812987
Homogeneous slab uptake580.38078289455123004
Homogeneous slab uptake590.3840504433998839
Homogeneous slab uptake600.38729024733196804
Homogeneous slab uptake610.3905029762017349
Homogeneous slab uptake620.3936892708132448
Homogeneous slab uptake630.39684974450168564
Homogeneous slab uptake640.39998498460628085
Homogeneous slab uptake650.40309555384420626
Homogeneous slab uptake660.4061819915939635
Homogeneous slab uptake670.40924481509579735
Homogeneous slab uptake680.41228452057597753
Homogeneous slab uptake690.4153015843010903
Homogeneous slab uptake700.4182964635678782
Homogeneous slab uptake710.4212695976336396
Homogeneous slab uptake720.42422140859170787
Homogeneous slab uptake730.42715230219612443
Homogeneous slab uptake740.4300626686392186
Homogeneous slab uptake750.43295288328548853
Homogeneous slab uptake760.43582330736485464
Homogeneous slab uptake770.4386742886281024
Homogeneous slab uptake780.4415061619670728
Homogeneous slab uptake790.44431925000195016
Homogeneous slab uptake800.44711386363779226
Homogeneous slab uptake810.4498903025922788
Homogeneous slab uptake820.45264885589648274
Homogeneous slab uptake830.4553898023703392
Homogeneous slab uptake840.458113411074341
Homogeneous slab uptake850.4608199417388861
Homogeneous slab uptake860.46350964517258286
Homogeneous slab uptake870.4661827636507333
Homogeneous slab uptake880.46883953128511635
Homogeneous slab uptake890.47148017437611967
Homogeneous slab uptake900.4741049117481926
Homogeneous slab uptake910.4767139550695286
Homogeneous slab uptake920.47930750915681797
Homogeneous slab uptake930.4818857722658667
Homogeneous slab uptake940.4844489363688148
Homogeneous slab uptake950.4869971874186487
Homogeneous slab uptake960.4895307056016539
Homogeneous slab uptake970.49204966557841867
Homogeneous slab uptake980.4945542367139578
Homogeneous slab uptake990.49704458329749746
Homogeneous slab uptake1000.4995208647524231
Entered early measurements10.05
Entered early measurements40.1
03

Set up in CDS

  1. Link the slab thickness and equilibrium moisture gain.
  2. Enter two early mass-gain measurements and their times.
  3. Fit diffusivity from the square-root-time slope.
  4. Compare entered measurements with the uptake curve.
Two-point diffusivity calibrationHomogeneous slab uptake predictionMeasured mass gain and equilibrium moisture basis
Inputs for this recorded case
  • 2 mm linked slab
  • 16 plies / 2 mm
  • Entered uptake calibration
  • Explicit source calibration/properties

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

04

Readout & interpretation

Fitted diffusivity
5.454e-7 mm²/s
Equilibrium mass gain
1 %
Fit intercept
0 %
Final predicted mass gain
0.4995 %

Initially dry homogeneous slab with both faces exposed. Edge ingress is excluded.

About this ASTM reference

Standard Test Method for Moisture Absorption Properties and Equilibrium Conditioning of Polymer Matrix Composite 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 ↗

Initially dry homogeneous slab with both faces exposed. Edge ingress is excluded.

This conditioning calibration 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.

Model basis · equation and interpretation

D = π [t × slope/(4M∞)]²; M(T)/M∞ = 1 − (8/π²) Σ exp[−(2j+1)²π²DT/t²]/(2j+1)².

t is total slab thickness, T elapsed time, M mass gain, M∞ equilibrium mass gain and j a nonnegative integer in the series. Two increasing early measurements define slope = ΔM/Δ√T; both must be at or below 50% of equilibrium. The initially dry homogeneous slab has both faces exposed and constant diffusivity D (mm²/s). No edge ingress, temperature shifting or strength degradation is inferred. Saved material records are not changed.

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