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mechanical propertiesTest ConditionTest MethodSABIC INNOVATIVE US/G3230A-10000
elongationBreakASTM D6382.7 %
Tensile strainBreakISO 527-2/503.3 %
tensile strengthBreakASTM D63883.0 Mpa
Bending modulus50.0mmSpan4ASTM D7905130 Mpa
Tensile modulusISO 527-2/16500 Mpa
tensile strengthBreakISO 527-2/1A/5085.0 Mpa
Tensile modulusASTM D6386590 Mpa
Bending modulus50.0mmSpan5ISO 1786600 Mpa
thermal performanceTest ConditionTest MethodSABIC INNOVATIVE US/G3230A-10000
Hot deformation temperature1.8MPa,Unannealed,3.20mmASTM D648150 °C
0.45MPa,UnannealedISO 75-2/B160 °C
0.45MPa,Unannealed,3.20mmASTM D648159 °C
Vicat softening temperatureISO 306/A50164 °C
Hot deformation temperature1.8MPa,UnannealedISO 75-2/A150 °C
Linear coefficient of thermal expansionTD:-30to100°CISO 11359-21.6E-04 cm/cm/°C
MD:-30to100°CISO 11359-25.6E-06 cm/cm/°C
Physical propertiesTest ConditionTest MethodSABIC INNOVATIVE US/G3230A-10000
Shrinkage rateMD:23°C,48hrInternal Method0.40 %
TD:23°C,48hrInternal Method0.70 %
melt mass-flow rate230°C/2.16kgISO 113312 g/10min
impact performanceTest ConditionTest MethodSABIC INNOVATIVE US/G3230A-10000
Impact strength of cantilever beam gap23°CISO 180/1A10 kJ/m²
InstrumentedDartImpact23°C,EnergyatPeakLoadASTM D37637.65 J
Impact strength of cantilever beam gap-30°CISO 180/1A11 kJ/m²
Gardner Impact23°CASTM D54200.520 J
Impact strength of cantilever beam gap23°C,3.20mmASTM D25681 J/m
Suspended wall beam without notch impact strength23°C,3.20mmASTM D4812570 J/m

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