Dry-out behaviour of cross-laminated timber (CLT) edge conditions in roof assemblies: A field study
Dorothy Johns, Russell C. Richman
11 Januar 2025 · Structures
Summary
No reviewed summary yet. Read the abstract below or open the original publication.
Abstract
Exposure to wetting is a concern during mass timber construction and in service. Mass timber roof assemblies are susceptible to moisture intrusion and sustained loading as surface ponding. Because wood is hygroscopic, cross-laminated timber (CLT) panels absorb and store moisture when exposed to bulk water. Moisture is rapidly absorbed parallel to the direction of wood grain, making the edge of CLT panels particularly vulnerable to sorption. This field study monitors the moisture of CLT panel edges to assess distribution patterns and dry-out behaviour. Field data was collected for 11 months from a mass timber building under construction in Toronto, ON. CLT roof assembly data was collected at ten locations, each location measuring the following data points: relative humidity (%) and temperature (°C) at the interior surface of the CLT, and moisture content (%) and temperature (°C) at three depths in each CLT panel: the interior wood layer, the center wood layer, and the exterior wood layer. The results of this field study demonstrate the volatility of the moisture behaviour at CLT edge conditions in mass timber roof assemblies, including: the impact of exposure to moisture prior to the direct application of an impermeable membrane to the exterior surface of the CLT. Two major outcomes of this research are: 1) the comparative analysis of dry-out rates based on MC monitoring location within the CLT panels (interior, center, or exterior wood layer), and 2) the observation of moisture sorption within the center layer of a CLT panel during the monitoring period. The results of this research demonstrate a significant increase in the dry-out period of any wood layer measuring above 15 % MC, particularly at the exterior wood layer where the measured dry-out rates (%MC/hr) are on average approximately 1.5–2.5 times slower than those measured at the center and interior wood layers. An exception to this outcome was noted at the center wood layer of one of the monitoring locations where a positive dry-out rate was determined based on the collected data - indicating moisture sorption at this location during the monitoring period.
Abstract as supplied by the source. Full text may be restricted by the publisher.
Related publications
Predicting the mechanical properties of sawn timber: Basic non-destructive tools applicable to Norway spruce sawlogs
1 Sep 2026 · Rostislav Berezjuk, Matěj Šimek, Robert Mařı́k et al. · Central European Forestry Journal
Mechanical properties of sweet chestnut sawn wood and glulam performance
15 Mai 2025 · Carlos Eduardo de Jesus Martins, Cláudio Ferreira, Sandra R. S. Monteiro et al. · European Journal of Wood and Wood Products
Moisture-induced timber joining - Utilizing the hygroscopicity and shape-memory effect of wood resulting in dimensional change in a prefabricated wood-only, self-built, sawn timber system for affordable housing in Colombia
1 Mär 2024 · Max Salzberger, Juan Sebastian Cruz Rojas, Gilbert Koskamp · Research Square
Effects of thermal and chemical treatments on colourimetric characteristics of young African mahogany and eucalypts wood for sawn timber production
3 Jul 2026 · Joyce de Almeida Pinto, Juarez Benigno Paes, Graziela Baptista Vidaurre et al. · Southern Forests a Journal of Forest Science