Structural Behaviors of Integrally-Jointed Plywood Columns with Knot Defects

Abstract

Modern factory automation is enabling the economic production of timber building components with sophisticated integral mechanical joints. This paper investigates the governing compressive failure mechanisms of full-length integrally-jointed plywood box columns, and in particular seeks to understand the interaction between localized material knot defects, integral box joint capacity, and column strength. A new critical failure mechanism is identified based on experimental observations and numerical analysis of sections with varying sizes of knot defect, with column capacity governed by defect-induced transverse loading of integral box joints. Column capacity was shown to improve with localized joint strengthening in knot-defective regions, or with a defect-adaptive fabrication procedure that avoids identified defects during component plate machining. The new failure mechanism was also combined with prior understanding of plate buckling and pop-off failure mechanisms to propose an overall failure process for integrally-jointed plywood columns. Results from this paper can also inform development of other types of integrally-jointed thin-walled structures.

Structural behaviour of folded timber sandwich structures

“…Assuming global stability can be preserved through such geometric stiffening, the strength of the system is predicted to be governed by the strength of joints under hogging action. Potential failures could be (1) tensile tearing of the FRP layer; (2) compressive rupture in the timber segment; or (3) some local stability failure in the segment itself, for example local buckling in longitudinal plates or pop-off of integrally-attached inside face plates [36,37].…”

Advancements in the Study of FRP-Reinforced Timber Columns under Axial Compression

“…Xin [15] et al investigated the compression failure mechanisms of full-length integrally connected plywood box columns, focusing on the interaction between knot defects, the overall box joint capability, and column strength. Through experimental observations and numerical analysis of different-sized knot defect sections, they identified a new critical failure mechanism, where the column load was controlled by the lateral load of the overall box-shaped joint caused by knot defects.…”