Comparison of mechanical properties according to the structural materials of lumber, GLT, CLT, and Ply-lam CLT

Abstract

The mechanical properties of materials such as lumber (L), glued laminated timber (GLT), cross-laminated timber (CLT), and Ply-lam CLT (P), which are laminated in cross layers, were compared. As a result, the modulus of elasticity (MOE) was 9.7 to 10.3 GPa, showing no significant difference between the materials. Modulus of rupture (MOR) of L and GLT showed higher strength than that of CLT and P. MOR of CLT and P was at the same level, and there was no difference in strength according to the plywood and lumber arranged alternately. Alternatively, there was a difference in the coefficient of variation of the materials, and CLT and P was 20.2% and 11.8%, respectively; therefore, uniform properties can be secured when using plywood. The compression strength showed the highest compression strength in the order of GLT, L, P, and CLT. P was failure by buckling+delamination, but other materials showed failure by only buckling. The adhesion of P passed the glulam standard (7.0 MPa), and the delamination ratio was very low at 0.41%. It can be used together with CLT. This study is expected to be used as basic data for establishing quality standards.

Deep Container Fabrication by Forging with High- and Low-Density Wood

“…Wood products are generally processed by cutting. Some furniture and building materials, such as cross-laminated timber and particle board, are produced by bonding wood elements with adhesives [5,6]. In recent years, wood plastic composites (WPCs), which are produced by conventional plastic molding processes, have also been considered [7].…”