Technical Papers
Jul 2, 2018

Compressive Strength Prediction of Veneer-Based Structural Products

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 9

Abstract

Veneer-based structural products, such as laminated veneer lumber (LVL) or plywood, are commonly used in timber construction. When a manufacturer wishes to use new timber species or optimize the use of its veneered stock, the nominal design values of the new products need to be determined from comprehensive and expensive experimental investigations. In an effort to cost-effectively determine these characteristics, this paper introduces a methodology to numerically predict the compressive strength of veneer-based structural products. The method combines a classical elastoplastic approach with a probabilistic strength-prediction model of the wood veneers. The veneer strength is determined from its size and characteristics which can be measured in line during manufacturing. The accuracy of the approach is verified against experimental tests performed on 24 LVL samples manufactured from two different timber species and of various sizes. Results show that the approach accurately predicts the strength of the LVL samples with an overall predictedexperimental ratio of 1.05 and low coefficient of variation of 0.08. The methodology is applied to determine the compressive strength distributions of LVL columns and plywood boards manufactured from a new resource, namely early to midrotation (juvenile) hardwood plantation logs. The approach considers three different species, Gympie messmate (Eucalyptus cloeziana), spotted gum (Corymbia citriodora), and southern blue gum (Eucalyptus globulus). The modeled compressive design strength of the new products is found to be of the same order of magnitude of and up to 1.6 times greater than the strength of commercialized LVL columns and plywood boards.

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Acknowledgments

The author thanks Dr. Rob McGavin and Dr. Henri Bailleres for sharing the test results to validate the proposed numerical method and technical discussions. The support provided by the Queensland Department of Agriculture and Fisheries (DAF) is also acknowledged as a critical part of the overall project. The author also expresses his gratitude to the Forest Product Innovation team at the Salisbury Research Facility for their help in preparing the test samples. Mr. Alexander Mainey is also acknowledged for his valuable help in editing the paper. Discussions with Dr. Dilum Fernando and Dr. Nicholas Rohde on key points of the paper are extremely appreciated. This study was funded by the Australian Research Council under project DE140100212.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 9September 2018

History

Received: Oct 17, 2017
Accepted: Mar 7, 2018
Published online: Jul 2, 2018
Published in print: Sep 1, 2018
Discussion open until: Dec 2, 2018

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Benoit P. Gilbert [email protected]
Associate Professor, School of Engineering and Built Environment, Griffith Univ., Gold Coast, QLD 4111, Australia. Email: [email protected]

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