Experimental study on the characteristic values of partial compression perpendicular to the grain of hardwood with edge distance parallel and perpendicular to the grain

Abstract

AbstractSome hardwoods have a higher density and superior structural performance than softwoods, which are generally used as construction materials in buildings. Therefore, the characteristics of hardwoods are advantageous in their use for wooden joints. However, the effects of the dimensions of hardwood specimens and wood species on the partial compression performance perpendicular to the grain are unclear. In this study, we conducted partial compression tests perpendicular to the grain of hardwoods to clarify the effects of the edge distance and wood species on the characteristic values. The relationships between the partial compression performance perpendicular to the grain and the edge distance perpendicular to the grain of hardwoods were similar to those of softwoods. A significant correlation was observed between the density and the characteristic values of partial compression perpendicular to the grain. There were differences in the fracture morphologies and stress–strain curves between diffuse and ring-porous woods. However, factors other than density and whether the wood is diffuse- or ring-porous are responsible for the differences in the effect of the edge distance on the characteristic values between wood species.