Rothoblaas - Wood screws and connectors Page 15
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EXPERIMENTAL TESTING TBS Ø8x160 mm 60 Moment [kNmm] α = 10.50° α + 20° 40 My 20 Tests of TBS 8x160 Bilinear schematization 0 α 0 15 30 45 Rotation [°] Deformed screw at the end of a cyclic test. 60 All screws tested showed excellent mechanical properties under monotonic conditions, thus meeting the ductility requirement outlined in EN 14592. 20 0 -20 -40 In addition, all screws succeeded in completing three load cycles, achieving the highest seismic performance class for 8 and 10 mm diameter screws. The full scientific report on the experimental testing is available at Rothoblaas. α = 10.50° Seismic class: S3 40 Moment [kNmm] An extensive testing campaign was therefore conducted on more than 500 Rothoblaas fasteners, with diameters ranging from 6 mm to 10 mm and lengths between 100 mm and 300 mm. Tests of TBS 8x160 Bilinear schematization -60 -30 -15 0 15 Rotation [°] 30 45 HBS Ø10x300 mm 80 Moment [kNmm] α = 8.98° α + 20° 60 My 40 20 Tests of HBS 10x300 Bilinear schematization 0 0 α 15 30 45 Rotation [°] 80 H B S X X HBS Moment [kNmm] 60 α = 8.98° Seismic class: S3 40 20 0 -20 -40 TBS Tests of HBS 10x300 Bilinear schematization -60 -80 -30 -15 0 15 Rotation [°] 30 45 CARPENTRY | DUCTILITY | 15
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