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- W2234152015 abstract "Current philosophy of lateral connection design strength is based on the yield theory that relates connection performance to fastener bending strength and wood dowel-bearing strength. This study investigated the parallel-to-grain dowel-bearing strength of two nail sizes and three bolt sizes in two high-density Guatemalan hardwood species : Danto (Brosimum alscastrum) and Ramon (Vatairea lundellii). The objective was to determine the bearing strength of higher specific gravity (SG) wood to augment the database for determining bolt- and nail-bearing strength SG relationships. Results indicate that bolt-bearing stiffness is influenced by the diameter of the bolt, but bolt-bearing strength is not influenced by the diameter of the bolt. For nails, both the bearing stiffness and strength are significantly influenced by the diameter of the nail. Comparison of the dowel-bearing strength of a similar-sized nail and bolt indicate a statistically significant difference. Finally, existing U.S. and European expressions relating dowel-bearing strength to SG and dowel diameter fail to predict mean values or trends in these high-density wood species." @default.
- W2234152015 created "2016-06-24" @default.
- W2234152015 creator A5011585596 @default.
- W2234152015 date "1999-06-01" @default.
- W2234152015 modified "2023-09-26" @default.
- W2234152015 title "Parallel-to-grain dowel-bearing strength of two guatemalan hardwoods" @default.
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