Skip to main content

Evaluation of the Performance of the Vertical Withdrawal Resistance of Structural Self-tapping Screws in Wood

  • Date of declaration:2018-05-07
Min-Chyuan Yeh, Yu-Li Lin, Yun-Wei Sung
Year
2018
Key Words
self-tapping screw, glulam, withdrawal resistance, Japanese cedar, Kapur.
Abstract

Five structural self-tapping screws with a diameter of 6~12 mm and a length of 200~302 mm were used to investigate the withdrawal resistance performance in wood species of Japanese cedar, Douglas fir, southern pine, and Kapur. Based on results of the penetration-through tests, the withdrawal unit force of a structural self-tapping screw for Kapur was 65.3% higher than that of Japanese cedar. Douglas fir and southern pine showed similar withdrawal resistance values and were 49.6% higher than that of Japanese cedar. The average withdrawal unit force obtained using 10- and 12-mm structural self-tapping screws was 50.0 and 33.3% higher than that using 6- and 8-mm self-tapping screws, respectively. Based on the test results of the screw length fully embedded in wood, the withdrawal capacity of a single structural self-tapping screw in Kapur was 28.8% higher than that in Japanese cedar. The results obtained from both Douglas fir and southern pine were close to that of Japanese cedar. The withdrawal capacities of single12- and 10-mm structural selftapping screws were 2.42-and 2-times, respectively, that of 6-mm screws. The withdrawal capacity of single 8-mm structural self-tapping screws with a wood-drilling tip was 32.1% higher than that of screws with a metal-drilling tip. The withdrawal resistance performance of the structural self-tapping screws in wood was mainly influenced by the wood density, screw diameter, effective screw length, And type of screw tip.