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Data · dataset · 2026

Effect of transverse-layer edge gaps on damage accumulation and long-term duration-of-load bending behavior of fast-growing fir cross-laminated timber

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<p>To reduce product cost and deformation, transverse-layer edge gaps are commonly introduced in cross-laminated timber (CLT), but their influence on long-term mechanical performance remains unclear.

Description

This study investigated fast-growing fir CLT specimens with 0 and 6 mm transverse-layer edge gaps through short-term bending and duration-of-load (DOL) tests. Based on experimental results, DOL factors were further predicted, and survival analysis was conducted.

Short-term tests showed that edge gaps slightly reduced bending performance, with the average modulus of elasticity, ultimate capacity, and bending strength decreasing by 5.2%, 5.0%, and 4.8%, respectively. Compared with short-term tests, DOL tests produced more severe crack propagation and damage accumulation. At identical load levels, gap-free specimens showed 15.7–40.9 times longer failure time than specimens with 6 mm gaps, resulting in a DOL factor over 14.3% higher after 50 years.

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Survival analysis revealed that gap-free CLT specimens exhibited time-dependent accumulation failure behavior under 70% load levels. While under 75–85% load levels, failure was dominated by early-stage failure. Overall, transverse-layer edge gaps had limited effects on short-term bending strength but significantly reduced long-term DOL performance of CLT.

These findings provide insights into optimizing CLT manufacturing parameters for improved long-term structural performance.</p>

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Civil engineering 72%
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