Static dissipative and electrically conductive TPEs in a range of shore hardness levels.

TYPICAL PROPERTIES Sample thickness 0.25 in/6.35mm TEMPERATURE FLEXURAL STRENGTH ASTM D790 FLEXURAL MODULUS ASTM D790 °F °C ksi MPa msi GPa -60 -51 173 1193 5.00 34.48 70 21 155 1069 5.11 35.23 160 71 138 952 5.04 34.75 250 121 110 758 4.70 32.41 300 149 78 538 4.22 29.10 -60 -51 176 1211 5.64 38.92 70 21 143 989 5.36 36.98 160 71 120 824 5.57 38.41 250 121 61 423 4.82 33.24 -60 -51 163 1125 4.19 28.88 70 21 120 824 3.85 26.51 160 71 86 595 3.83 26.44 250 121 40 274 3.19 22.00 Gl as s/ Ep ox y H ig h Te m p Ep ox y/ Gl as s Gl as s/ Vi ny l E st er MECHANICAL PERFORMANCE TESTING NOTES Springs were fatigue tested at 4 hz in a cantilevered loading. Hole diameters should be 1/32" (.8mm) larger in diameter than the diameter of mounting bolts.

Construction of large multi-gigawatt floating wind farms benefit from stable winds and are non-visible from the shore.

LC 488-078

LC 488-010

PANTONE 488

LC 488-188

MX1149 Brown 488

LC 488-145