Public test session report

Prima Creator Select Black TPU Black

MaterialID MAT0257

3DPIceland Labs
Generated with 3DPIceland Engineering Platform v70.0.4 DIRECT-IMPACT-METHODOLOGY - Izod and Charpy Methodology
2026-10-04 18:10:39

Traceability boundary: canonical per-module measured dates are shown below. Session identifier, time of day, operator, printer/slicer profile and environmental conditions are Not recorded and are never inferred.

Measurement provenance

Canonical SQLite measured dates use ISO format; missing dates remain Not recorded.

ModuleMeasured date
Tensile2026-09-14
ImpactNot recorded
IzodNot recorded
CharpyNot recorded
StiffnessNot recorded
Rigid test status
No native results
Rigid result modules
0/6
Rigid specimen/result records
0
Public details
Approved

Rigid specimen and result quality

ModuleOrientationAverageStd. dev.CVSpecimensConfidenceValidation
TensileUprightn/an/an/a0n/aOK
TensileFlatn/an/an/a0n/aOK
ImpactUprightn/an/an/a0n/aOK
ImpactFlatn/an/an/a0n/aOK
StiffnessThree-point bendn/an/an/a0OK

Recorded native inputs

ModuleInput setRecorded values
TensileUpright force inputs (N), , , , , , , , ,
TensileFlat force inputs (N), , , , , , , , ,
ImpactUpright needle inputs (%), , , , , , , , ,
ImpactFlat needle inputs (%), , , , , , , , ,
StiffnessRevolutions / degrees

Approved test notes

Method and equipment context

Purpose-built tensile, pendulum impact and three-point bend apparatus are used with the governed Settings Manager constants consumed by ResultsService. Results are comparative and do not claim accredited-laboratory equipment.

Testing methodology · Engineering methodology whitepaper · Download PDF

Flexible Material Testing

Comparative in-house measurements; n = independent specimens. Separate test groups; Overall unchanged.

MethodResultConditionMeannSDCV %RangeNot reached
eaacea91Apparent Compressive Stress at 20% Strain (MPa)10 s hold · 2 mm displacement · cycle 11.767100.0321.7891.713–1.8230
eaacea91Apparent Compressive Stress at 20% Strain (MPa)30 s hold · 2 mm displacement · cycle 11.712100.0261.5271.666–1.7610
eaacea91Compression Force at 20% Strain (N)10 s hold · 2 mm displacement · cycle 1112.4102.0111.789109–1160
eaacea91Compression Force at 20% Strain (N)30 s hold · 2 mm displacement · cycle 1108.9101.6631.527106–1120
eaacea91Force reduction from 10 s to 30 s at 20% Strain (%)first compression only · 2 mm displacement3.109100.4313.8312.679–3.5710
eaacea91Force retention at 20% Strain (%)10–30 s · 2 mm displacement · cycle 196.891100.430.44496.429–97.3210
eaacea91Residual height loss after recovery (%)20% compression · 30 s compressed hold · 60 s rest · 10 mm initial height · cycle 10.64490.14222.0970.4–0.80
ed381ba8Shore A Hardness (Shore A)10 s reading · 8 mm77.71——77.7–77.70

Shore location statistics

Within each specimen; specimen numbers are local to each test group. SD uses the sample formula. These readings do not increase independent n.

MethodScaleConditionSpecimenReadingsMeanLocation SDLocation CV %
ed381ba8Shore A Hardness10 s reading · 8 mm1577.70.9081.169