Impact strength of cantilever beam gap | | ASTM D256/ISO 179 | 5 kg·cm/cm(J/M)ft·lb/in |
tensile strength | | ASTM D412/ISO 527 | 2400 kg/cm²(MPa)[Lb/in²] |
elongation | | ASTM D412/ISO 527 | 4.5 % |
Flexural modulus | | ASTM D790/ISO 178 | 2150 kg/cm²(MPa)[Lb/in²] |
Tensile modulus | | ISO 527-1/2 | DAM|2400 Mpa |
Tensile modulus | | ISO 527-1/2 | 50%RH|1550 Mpa |
Charpy Notched Impact Strength | | ISO 179/1eA | DAM|4.2 kJ/m² |
Charpy Notched Impact Strength | | ISO 179/1eA | 50%RH|8 kJ/m² |
Impact strength of cantilever beam gap | | ISO 180/1A | DAM|4 kJ/m² |
Impact strength of cantilever beam gap | | ISO 180/1A | 50%RH|6 kJ/m² |
Impact strength of simply supported beam without notch | | ISO 179/1eU | DAM|NB kJ/m² |
Impact strength of simply supported beam without notch | | ISO 179/1eU | 50%RH|NB kJ/m² |
Tensile strain | | ISO 527-1/2 | DAM|4.3 % |
Tensile strain | | ISO 527-1/2 | 50%RH|19 % |
elongation at break | | ISO 527-1/2 | DAM|35 % |
elongation at break | | ISO 527-1/2 | 50%RH|>50 % |
Impact strength of cantilever beam gap | | ISO 180/1A | DAM|4.9 kJ/m² |
Impact strength of cantilever beam gap | | ISO 180/1A | 50%RH|4.3 kJ/m² |
Charpy Notched Impact Strength | | ISO 179/1eA | DAM|4.2 kJ/m² |
Charpy Notched Impact Strength | | ISO 179/1eA | 50%RH|4 kJ/m² |
Impact strength of simply supported beam without notch | | ISO 179/1eU | DAM|NB kJ/m² |
Impact strength of simply supported beam without notch | | ISO 179/1eU | 50%RH|NB kJ/m² |
Tensile stress | | ISO 527-1/2 | DAM|62 Mpa |
Tensile stress | | ISO 527-1/2 | 50%RH|52 Mpa |