Public comparison report

PEBA Material Family Comparison

3DPIceland Labs

3DPIceland Labs
Generated with 3DPIceland Engineering Platform v70.0.4 DIRECT-IMPACT-METHODOLOGY - Izod and Charpy Methodology
2026-10-04 18:10:00

Public-data contract: only explicitly allowlisted MaterialIDs and existing Verified Material Summary scores are included. No measurements or scores are recalculated.
Comparison scope: Stable Material Family preset for PEBA. Every included MaterialID has explicit Public reports opt-in.
Materials compared
2
Overall score available
0
All 8 axes available
0

Engineering-axis leaders in this comparison

AxisLeading materialScore
Overall—n/a
Tensile—n/a
Impact—n/a
Izod—n/a
Charpy—n/a
Stiffness—n/a
Consistency—n/a
Layer adhesion—n/a
Thermal—n/a

Materials and evidence context

MaterialIDMaterialManufacturerProduct lineTypeReinforcementRigid test coverageEngineering axes
MAT0262Yasin Standard Blue PEBA BlueYasinStandardPEBANo native results; 0/5 score families; Izod/Charpy 0/2 measured, 0/2 scored; Overall unavailable: missing measurements or references; policy engineering-score-v70-10/8
MAT0263Yasin Standard Clear PEBA ClearYasinStandardPEBANo native results; 0/5 score families; Izod/Charpy 0/2 measured, 0/2 scored; Overall unavailable: missing measurements or references; policy engineering-score-v70-10/8

Side-by-side engineering scores

MaterialIDMaterialManufacturerReinforcementRigid coverageEvidenceOverallTensileImpactIzodCharpyStiffnessConsistencyLayer adhesionThermalFixture °CMethodThermal limitationMSRP USD/kg
MAT0262Yasin Standard Blue PEBA BlueYasinNo native results; 0/5 score families; Izod/Charpy 0/2 measured, 0/2 scored; Overall unavailable: missing measurements or references; policy engineering-score-v70-10/8—————————n/a$64.16
MAT0263Yasin Standard Clear PEBA ClearYasinNo native results; 0/5 score families; Izod/Charpy 0/2 measured, 0/2 scored; Overall unavailable: missing measurements or references; policy engineering-score-v70-10/8—————————n/a$64.16
Results are comparative 3DPIceland measurements and do not replace manufacturer datasheets or accredited laboratory testing.

Testing methodology · Engineering methodology whitepaper · Download PDF

Yasin Standard Blue PEBA Blue

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 14.162100.092.1643.961–4.2760
eaacea91Apparent Compressive Stress at 20% Strain (MPa)30 s hold · 2 mm displacement · cycle 14.041100.0932.3083.835–4.150
eaacea91Compression Force at 20% Strain (N)10 s hold · 2 mm displacement · cycle 1264.8105.7312.164252–2720
eaacea91Compression Force at 20% Strain (N)30 s hold · 2 mm displacement · cycle 1257.1105.9342.308244–2640
eaacea91Force reduction from 10 s to 30 s at 20% Strain (%)first compression only · 2 mm displacement2.91100.2759.4522.222–3.1750
eaacea91Force retention at 20% Strain (%)10–30 s · 2 mm displacement · cycle 197.09100.2750.28396.825–97.7780
eaacea91Residual height loss after recovery (%)20% compression · 30 s compressed hold · 60 s rest · 10 mm initial height · cycle 12.29100.125.2282.1–2.50
ed381ba8Shore A Hardness (Shore A)10 s reading · 8 mm92.741——92.74–92.740

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 mm1592.741.4361.549

Yasin Standard Clear PEBA Clear

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 14.345100.071.6024.244–4.4480
eaacea91Apparent Compressive Stress at 20% Strain (MPa)30 s hold · 2 mm displacement · cycle 14.224100.0661.574.134–4.3380
eaacea91Compression Force at 20% Strain (N)10 s hold · 2 mm displacement · cycle 1276.4104.4271.602270–2830
eaacea91Compression Force at 20% Strain (N)30 s hold · 2 mm displacement · cycle 1268.7104.2181.57263–2760
eaacea91Force reduction from 10 s to 30 s at 20% Strain (%)first compression only · 2 mm displacement2.785100.32711.7542.473–3.5460
eaacea91Force retention at 20% Strain (%)10–30 s · 2 mm displacement · cycle 197.215100.3270.33796.454–97.5270
eaacea91Residual height loss after recovery (%)20% compression · 30 s compressed hold · 60 s rest · 10 mm initial height · cycle 12.8100.1254.4542.6–30
ed381ba8Shore A Hardness (Shore A)10 s reading · 8 mm92.51——92.5–92.50
eaacea91Shore A Hardness (Shore A)10 s reading · 8 mm911——91–910

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 mm1592.50.50.541
eaacea91Shore A Hardness10 s reading · 8 mm1191——

Score policy engineering-score-v70-1: Overall requires tensile, stiffness, consistency, layer adhesion and the Izod/Charpy impact family, each with equal weight. Both impact methods and configured versioned references are required. Missing results and unconfigured scores remain n/a. Legacy Impact is historical only; thermal remains separate. Engineering-axis counts describe displayed evidence, not Overall completeness.