Preprint Article Version 1 Preserved in Portico This version is not peer-reviewed

Influence of Specimen Size on Compressive Strength of Wood

Version 1 : Received: 29 February 2024 / Approved: 1 March 2024 / Online: 1 March 2024 (07:55:46 CET)

A peer-reviewed article of this Preprint also exists.

Zhao, C.; Liu, D.; Zhang, C.; Li, Y.; Wang, Y. Influence of Specimen Size on the Compressive Strength of Wood. Buildings 2024, 14, 1156. Zhao, C.; Liu, D.; Zhang, C.; Li, Y.; Wang, Y. Influence of Specimen Size on the Compressive Strength of Wood. Buildings 2024, 14, 1156.

Abstract

This study investigates the impact of specimen size on the mechanical properties of wood, specifically focusing on compression strength, elastic modulus, and Poisson's ratio. Compression tests were conducted using three different specimen sizes (20mm×20mm×30mm, 40mm×40mm×60mm, 60mm×90mm×90mm) in the longitudinal, radial, and tangential directions. Mechanical parameters, failure mechanisms, load-displacement curves, and stress-strain relationships were systematically analyzed for each size. The study also evaluated the influence of specimen size on the accuracy of finite element numerical simulations by utilizing the obtained mechanical parameters. The results reveal a significant correlation between compressive strength and specimen size, indicating a decrease in compressive strength with increasing specimen size. Conversely, elastic modulus and Poisson's ratio exhibit less sensitivity to variations in specimen size. Notably, parameters derived from small-sized specimens (20mm×20mm×30mm) exhibited substantial errors, while those obtained from medium-sized (40mm×40mm×60mm) and large-sized specimens (60mm×90mm×90mm) demonstrated greater reliability, providing precise results in finite element numerical simulations.

Keywords

Specimen size; Wood; Compressive strength; Influence; Finite element simulation

Subject

Engineering, Civil Engineering

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