Regupol® vibration 450
Product Details
Physical Data
Maximum static load bearing capacity | 0.12 N/mm² |
Rare, short term peak loads | 0.18 N/mm² |
Static modulus of elasticity | Based on EN 826 | 0.2 - 0.4 | N/mm² | Tangential modulus, see figure “Modulus of elasticity”* |
Dynamic modulus of elasticity | Based on DIN 53513 | 0.45 - 2.7 | N/mm² | Depending on frequency, load and thickness, see figure “dynamic stiffness“* |
Mechanical loss factor | DIN 53513 | 0.17 | [-] | Load-, amplitude- and frequency-dependent |
Compression set | Based on DIN EN ISO 1856 | 4.1 | % | Measured 30 minutes after decompression with 50% deformation / 23 °C after 72 hrs |
Tensile strength | Based on DIN EN ISO 1798 | 0.15 | N/mm² | |
Elongation at break | Based on DIN EN ISO 1798 | 40 | % | |
Tear resistance | Based on DIN ISO 34-1 | 1.9 | N/mm | |
Fire behaviour | DIN 4102DIN EN 13501 | B2E | [-][-] | Normal flammability |
Sliding friction | BSW-laboratoryBSW-laboratory | 0.50.6 | [-][-] | Steel (dry)Concrete (dry) |
Compression hardness | Based on DIN EN ISO 3386-2 | 83 | kPa | Compressive stress at 25 % deformationtest specimen h = 50 mm |
Rebound elasticity | Based on DIN EN ISO 8307 | 42.7 | % | dependent on thickness,test specimen h = 50 mm |
Force reduction | DIN EN 14904 | 74 | % | dependent on thickness,test specimen h = 50 mm |
Ozone resistance | DIN EN ISO 17025 | Cracking stage 0 | [-] |