Abstract

Mass plywood panel (MPP) is a veneer-based engineered wood product that recently was introduced in the mass-timber construction industry. Preliminary studies show that MPPs can be a preferred construction material for shear walls, floor diaphragms, and roof assemblies. However, no design guide exists regarding the use of MPPs as structural elements. This is compounded by a lack of engineering properties and parameters needed beyond the generic values provided in the product report. To assess the engineering properties and provide a benchmark dataset, a comprehensive experimental testing program characterized the performance of MPPs in flexure, in-plane shear (parallel to major strength direction), compression, and tension. Additionally, the characteristic values of MPPs were derived based on the test results to provide an initial indication of design values of MPPs. The test results presented in this study provide a fundamental basis for the development of a design guide for MPPs.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The work was funded through USDA Agricultural Research Service (ARS 58-0204-6-002) Grant and in association with Tallwood Design Institute. The authors thank Milo Clauson for his support. His help with advising, laboratory work, and encouragement made this work possible. The authors also thank the Freres Lumber Company; their help and support were instrumental in this work.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 10October 2021

History

Received: Jun 3, 2020
Accepted: Feb 19, 2021
Published online: Jul 24, 2021
Published in print: Oct 1, 2021
Discussion open until: Dec 24, 2021

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Authors

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Rajendra Soti, A.M.ASCE [email protected]
Postdoctoral Scholar, Dept. of Wood Science and Engineering, Oregon State Univ., Corvallis, OR 97331. Email: [email protected]
Postdoctoral Scholar, Dept. of Wood Science and Engineering, Oregon State Univ., Corvallis, OR 97331 (corresponding author). ORCID: https://orcid.org/0000-0002-8728-2578. Email: [email protected]
Associate Professor, Dept. of Wood Science and Engineering, Oregon State Univ., Corvallis, OR 97331. ORCID: https://orcid.org/0000-0003-3718-5910. Email: [email protected]

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Cited by

  • Investigation of Thermal Effects on Nailed Connection of Mass Ply Panels, Forest Products Journal, 10.13073/FPJ-D-22-00039, 72, 4, (241-252), (2022).
  • In-Plane Shear Properties of Mass Ply Panels in Long-Ply Direction, Journal of Materials in Civil Engineering, 10.1061/(ASCE)MT.1943-5533.0004327, 34, 8, (2022).
  • Numerical Modelling of a Three-Story Building Using a Hybrid of Mass Timber Walls with Buckling-Restrained Braces, Proceedings of the 10th International Conference on Behaviour of Steel Structures in Seismic Areas, 10.1007/978-3-031-03811-2_45, (440-448), (2022).

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