Regupol® vibration 200
Product Details
Physical Data
Maximum static load bearing capacity | 0.02 N/mm² |
Rare, short term peak loads | 0.05 N/mm² |
The material must be carefully and permanently protected against moisture during transport, storage, processing and unse. Wet material may not be used.
Static modulus of elasticity | Based on EN 826 | 0.02 - 0.08 | N/mm² | Tangential modulus, see figure “Modulus of elasticity”* |
Dynamic modulus of elasticity | Based on DIN 53513 | 0.05 - 0.38 | N/mm² | Depending on frequency, load and thickness, see figure “dynamic stiffness“* |
Mechanical loss factor | DIN 53513 | 0.22 | [-] | Load-, amplitude- and frequency-dependent |
Compression set | Based on DIN EN ISO 1856 | 3.1 | % | Measured 30 minutes after decompression with 50% deformation / 23 °C after 72 hrs |
Tensile strength | Based on DIN EN ISO 1798 | 0.12 | N/mm² | |
Elongation at break | Based on DIN EN ISO 1798 | 40 | % | |
Tear resistance | Based on DIN ISO 34-1 | 1.0 | N/mm | |
Fire behaviour | DIN 4102DIN EN 13501 | B2E | [-][-] | Normal flammability |
Sliding friction | BSW-laboratoryBSW-laboratory | 0.70.8 | [-][-] | Steel (dry)Concrete (dry) |
Compression hardness | Based on DIN EN ISO 3386-2 | 14 | kPa | Compressive stress at 25 % deformationtest specimen h = 51 mm |
Rebound elasticity | Based on DIN EN ISO 8307 | 14 | % | dependent on thickness,test specimen h = 51 mm |
Force reduction | DIN EN 14904 | 73 | % | dependent on thickness,test specimen h = 51 mm |