Application of 3D Scanning Method to Assess Mounting Holes’ Shape Instability of Pinewood

Author:

Sydor Maciej12ORCID,Majka Jerzy3ORCID,Rychlik Michał4,Turbański Wojciech2

Affiliation:

1. Department of Woodworking and Fundamentals of Machine Design, Faculty of Forestry and Wood Technology, Poznań University of Life Sciences, 60-637 Poznań, Poland

2. Euroline sp. z o.o., 64-100 Leszno, Poland

3. Department of Engineering Mechanics and Thermal Techniques, Faculty of Forestry and Wood Technology, Poznań University of Life Sciences, 60-637 Poznań, Poland

4. Institute of Applied Mechanics, Faculty of Mechanical Engineering, Poznan University of Technology, 60-965 Poznań, Poland

Abstract

Swelling and shrinkage anisotropy affect the susceptibility to an assembly of wooden elements by changing designed clearances or interference fits. This work described the new method to measure mounting holes’ moisture-induced shape instability and its verification using three sets of twin samples made of Scots pinewood. Each set of samples contained a pair with different grain patterns. All samples were conditioned under reference conditions (relative air humidity–RH = 60% and temperature 20 °C), and their moisture content (MC) reached equilibrium (10.7 ± 0.1%). On the side of each sample, the seven mounting holes of 12 mm in diameter were drilled. Immediately after drilling, Set 1 was used to measure the effective hole diameter with 15 cylindrical plug-gauges with diameters of 0.05 mm step, while Set 2 and Set 3 were separately re-seasoned by six months in two extreme conditions. Set 2 was conditioned with air at 85% RH (reached an equilibrium MC of 16.6 ± 0.5%), while Set 3 was exposed to air at 35% RH (reached an equilibrium MC of 7.6 ± 0.1%). Results of the plug gauge tests highlighted that holes in the samples subjected to swelling (Set 2) increased an effective diameter in the range of 12.2–12.3 mm (1.7–2.5%), while samples subjected to shrinking (Set 3) reduced the effective diameter to 11.9–11.95 mm (0.8–0.4%). To accurately reproduce the complex shape of the deformation, gypsum casts of holes were made. The 3D optical scanning method was used to read the gypsum casts’ shape and dimensions. The 3D surface map of deviations analysis provided more detailed information than the plug-gauge test results. Both the shrinking and swelling of the samples changed the shapes and sizes of the holes, but shrinking reduced the effective diameter of the hole more than swelling increased it. The moisture-induced changes in the shape of holes are complex: the holes ovalized with a different range, depending on the wood grain pattern and hole depth, and were slightly extended in diameter at the bottom. Our study provides a new way to measure 3D hole initial shape changes in wooden elements during desorption and absorption.

Funder

National Centre for Research and Development

Publisher

MDPI AG

Subject

General Materials Science

Reference27 articles.

1. Tiemann, H.D. (1906). Effect of Moisture upon the Strength and Stiffness of Wood, U.S. Department of Agriculture Forest Service.

2. Siau, J.F. (1984). Transport Processes in Wood, Springer.

3. Mass Transfer Characteristics of Western Hemlock and Western Red Cedar;Koumoutsakos;Holzforschung,2002

4. Walker, J.C.F. (2010). Primary Wood Processing: Principles and Practice, Springer. [2nd ed.].

5. (2010). Toleranzsystem Für Holzbe- Und -Verarbeitung—Begriffe, Toleranzreihen, Schwind- Und Quellmaße/Tolerance System for Wood Working and Wood Processing—Concepts, Series of Tolerances, Shrinkage and Swelling (Standard No. DIN 68100).

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