Login | DPI Staff queries on depositing or searching to era@dpi.qld.gov.au

Impact of termite-induced damage on the mechanical performance of timber

Share this record

Add to FacebookAdd to LinkedinAdd to XAdd to WechatAdd to Microsoft_teamsAdd to WhatsappAdd to Any

Export this record

Hassan, B., Faircloth, A., Kumar, C. and Morrell, J. J. (2026) Impact of termite-induced damage on the mechanical performance of timber. In: International Research Group on Wood Protection (IRG-WP), 25-28 May 2026, Beijing, China.

[thumbnail of IRG26-11088.pdf]
Preview
PDF
1MB
Available under License Creative Commons Attribution.

Abstract

Assessment of termite damage has traditionally relied on visual ratings and mass loss measurements, which indicate biological degradation but do not directly quantify changes in the mechanical performance of timber. Timber may appear externally sound despite internal gallery formation, and reductions in stiffness and strength are highly non-uniform, depending on the extent, location, and geometry of termite excavations. Consequently, localised damage in highly stressed regions of timber can cause disproportionate losses in mechanical capacity of timber even when overall mass loss is low. Improved relationships between measurable damage indicators and mechanical properties are therefore required for the reliable evaluation of in-service timber. This study examined the effect of termite-induced damage on the mechanical performance of timber using field exposure trials. Hybrid pine beams were exposed under conditions designed to concentrate termite attack within a predefined central region of beams. Changes in mass, density, and both dynamic and static elastic moduli were measured before and after termite exposure. Termite attack was successfully localised in most beams using this exposure method, with more than 80% of specimens exhibiting controlled damage suitable for testing. Pre-exposure static elastic modulus measurements were strongly correlated with dynamic elastic modulus measurements (R² = 0.74). After exposure, pre-exposure stiffness remained a predictor of residual stiffness (R² = 0.59), although overall stiffness declined. Stiffness loss increased linearly with mass loss (R² = 0.78), while cumulative mass loss showed no relationship with initial density and post-exposure density was only moderately related to stiffness reduction (R² = 0.32). Bending strength also decreased with increasing damage but showed considerable variability, reflecting the influence of gallery location and geometry rather than total material removal alone. The results highlight the value of mechanical evaluation for termite-damaged timber. The findings support improved durability assessment, service-life evaluation, and performance-based management of timber structures exposed to termite hazard conditions.

Item Type:Conference or Workshop Item (Speech)
Corporate Creators:Department of Primary Industries, Queensland
Business groups:Horticulture and Forestry Science
Subjects:Forestry > Research. Experimentation
Forestry > Forestry machinery and engineering
Live Archive:10 Jul 2026 04:48
Last Modified:15 Jul 2026 05:37

Repository Staff Only: item control page

Downloads

Downloads per month over past year

View more statistics