PC HFD1830 NA9E109T SABIC INNOVATIVE NANSHA

Form：Granules | Grade：Light diffusion level

Properties:

High mobilityHydrolysis resistance

Typical Applications:

Electrical applicationsAutomotive ApplicationsMechanical accessories

Supplier(1)

Product Description

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Datasheet

Product Description

Typical Applications:	Electrical applications \| Automotive Applications \| Mechanical accessories
Properties:	High mobility \| Hydrolysis resistance

Certificates

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Technical Data Sheet

optical performance	Test Condition	Test Method	Test Result	Test Unit
Refractive index		ASTM D542	1.582
transmissivity	2540μm	ASTM D1003	88.0	%
turbidity	2540μm	ASTM D1003	<1.0	%
impact performance	Test Condition	Test Method	Test Result	Test Unit
Impact strength of cantilever beam gap	-30°C	ISO 180/1A	11	kJ/m²
Impact strength of cantilever beam gap	Impact strength of cantilever beam gap	23°C	ISO 180/1A	58	kJ/m²
Suspended wall beam without notch impact strength	-30°C	ISO 180/1U	NoBreak
Suspended wall beam without notch impact strength	Suspended wall beam without notch impact strength	23°C	ISO 180/1U	NoBreak
Dart impact	23°C,TotalEnergy	ASTM D3763	56.0	J
Multi axis Instrumented Impact Energy		ISO 6603-2	95.0	J
Charpy Notched Impact Strength	-30°C	ISO 179/1eA	13	kJ/m²
Charpy Notched Impact Strength	Charpy Notched Impact Strength	23°C	ISO 179/1eA	64	kJ/m²
Impact strength of simply supported beam without notch	-30°C	ISO 179/1eU	NoBreak
Impact strength of simply supported beam without notch	Impact strength of simply supported beam without notch	23°C	ISO 179/1eU	NoBreak
flammability	Test Condition	Test Method	Test Result	Test Unit
UL flame retardant rating	0.50mm	UL 94	HB
mechanical properties	Test Condition	Test Method	Test Result	Test Unit
Tensile modulus		ASTM D638	2270	Mpa
Tensile modulus	Tensile modulus		ISO 527-2/1	2180	Mpa
tensile strength	Yield	ASTM D638	60.0	Mpa
	tensile strength	Yield	ISO 527-2/50	63.0	Mpa
		tensile strength	Break	ASTM D638	56.0	Mpa
		tensile strength	tensile strength	Break	ISO 527-2/50	56.0	Mpa
elongation	Yield	ASTM D638	5.5	%
Tensile strain	Yield	ISO 527-2/50	6.0	%
elongation	Break	ASTM D638	130	%
Tensile strain	Break	ISO 527-2/50	97	%
Bending modulus	50.0mmSpan	ASTM D790	2240	Mpa
Bending modulus	Bending modulus		ISO 178	2180	Mpa
bending strength		ISO 178	91.0	Mpa
bending strength	bending strength	Yield,50.0mmSpan	ASTM D790	100	Mpa
thermal performance	Test Condition	Test Method	Test Result	Test Unit
Hot deformation temperature	0.45MPa,Unannealed,3.20mm	ASTM D648	121	°C
Hot deformation temperature	Hot deformation temperature	1.8MPa,Unannealed,3.20mm	ASTM D648	110	°C
RTI Imp		UL 746	105	°C
RTI Str		UL 746	105	°C
Hot deformation temperature	1.8MPa,Unannealed,64.0mmSpan	ISO 75-2/Af	115	°C
Vicat softening temperature		ASTM D152510	135	°C
	Vicat softening temperature	--	ISO 306/B50	129	°C
	Vicat softening temperature	Vicat softening temperature	--	ISO 306/B120	130	°C
Ball Pressure Test	125°C	IEC 60695-10-2	Pass
Linear coefficient of thermal expansion	MD：-40to40°C	ASTME831	8E-05	cm/cm/°C
	Linear coefficient of thermal expansion	MD：-40to40°C	ISO 11359-2	8E-05	cm/cm/°C
		Linear coefficient of thermal expansion	TD：-40to40°C	ASTME831	8E-05	cm/cm/°C
		Linear coefficient of thermal expansion	Linear coefficient of thermal expansion	TD：-40to40°C	ISO 11359-2	8E-05	cm/cm/°C
RTI Elec		UL 746	105	°C
Physical properties	Test Condition	Test Method	Test Result	Test Unit
melt mass-flow rate	300°C/1.2kg	ASTM D1238	40	g/10min
Melt Volume Flow Rate (MVR)	300°C/1.2kg	ISO 1133	38.0	cm3/10min
Shrinkage rate	MD：3.20mm	Internal Method	0.50-0.70	%
Water absorption rate	Saturation,23°C	ISO 62	0.30	%
Water absorption rate	Water absorption rate	Equilibrium,23°C,50%RH	ISO 62	0.15	%
hardness	Test Condition	Test Method	Test Result	Test Unit
Rockwell hardness	R-Scale	ASTM D785	120

IMPORTANT NOTES: Plas.com collected the data in the data sheet from the material manufacturers. Plas.com makes the best effort to improve the accuracy of the data, but has no responsibility for the data. We strongly recommend verifying the validity of the data with the material manufacturers before making a final decision.

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