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Parametric study on the capability of three-dimensional finite element analysis (3D-FEA) of compressive behaviour of Douglas fir

  • Jung-Pyo Hong , Jun-Jae Lee , Hwanmyeong Yeo , Chul-Ki Kim , Sung-Jun Pang and Jung-Kwon Oh EMAIL logo
Published/Copyright: October 24, 2015
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Abstract

This study is aiming at the simulation of wood compression (C) at a macroscopic level by means of a three-dimensional finite element analysis (3D-FEA) of solid wood and evaluation of the capability and limitations of this approach. C-Tests were carried out on Douglas fir according to ASTM D 143. The specimens included the 25×25×100 mm3 cuboid bars for longitudinal (L), radial (R) and tangential (T) directions and the conventional 50×50×150 mm3 blocks for the perpendicular to grain (⊥) direction. Two sets of wood parameters were developed and the 3D-FEA was implemented for the two types of specimens. The 3D-FEA worked successfully provided that the stress state coming from the total wood C was uniform. However, in case of the dominance of local compressive behaviour such as bearing, crushing and fibre shear, a microscopic-level modelling technique is needed for correction of the material parameters. More details on the limitations and difficulties of 3D-FE implementation for wood were discussed.


Corresponding author: Jung-Kwon Oh, Research Institute for Agriculture and Life Science, Department of Forest Sciences, Seoul National University, Seoul, Korea, e-mail:

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Received: 2015-7-2
Accepted: 2015-9-29
Published Online: 2015-10-24
Published in Print: 2016-6-1

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