Related Experiment Video
Updated: Jun 19, 2025

Rapid Testing of Resistance of Timber to Biodegradation by Marine Wood-Boring Crustaceans
Published on: January 29, 2022
Biological durability of cross laminated timber connections
Kenneth Emamoke Udele1, Ian Morrell1, Jeffrey Morrell1
1Wood Science & Engineering, Oregon State University, Corvallis, OR, USA.
Abstract:
Biological durability remains an understudied area of mass timber construction, despite expert warnings on potential moisture and decay issues that may affect building performance. In an effort to bridge the knowledge gap, this article presents experimental data on the performance of fungal-decayed cross laminated timber (CLT) connection assemblies. A total of 560 connection assemblies were made using select CLT species from major global markets. These were mechanically tested following inoculation by two brown rot fungi for a total period of 78 weeks, with the connections periodically harvested after 10, 20, 30, 40, 52, and 78 weeks. The data from the mechanical tests, which included cyclic evaluation using an abbreviated CUREE loading protocol and dowel bearing strength tests performed in accordance with ASTM D5764, are submitted in this repository. The repository also contains information on mass changes to connection assemblies as decay progressed and SAWS model parameters that were calibrated using the raw data generated from the universal testing machine (UTM) during cyclic tests of the connection assemblies. This work is fundamental for accurate assessment of fungal deterioration in mass timber buildings and the data submitted herein could be used by researchers and scientists to model behavior of connections in mass timber buildings, especially in humid and damp regions with high chances of biodeterioration.
Related Concept Videos
Wood Products
Glue-laminated wood, often referred to as glulam, combines multiple smaller pieces of dimensional lumber using adhesives to form a single, larger piece. Cross-laminated timber consists...
Structural Properties and Dimensions of Lumber
The strength characteristics of...
Prismatic Beams: Problem Solving
The design begins with analyzing the beam as a free body to identify moments and force balances, thereby determining support reactions. Next, the...
Lumber Defects
Shakes are minor fractures that run along or across the wood's annual rings, while wane is...
Introduction to Wood
The structural integrity of the...
Design of Prismatic Beams for Bending

