Wood moisture and temperature dependent impact-induced fracture toughness-brittle transition

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Qing Wang , Xinyu Song , Lili Lu , Jian Li , Shan Gao
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Abstract

As an engineering structural material, wood is increasingly demanded for its remarkable advantages. When exposed to shallow and deep cryogenic temperature environment environments, its mechanical properties deviate from those at normal temperature due to temperature-humidity effects. However, current research has paid little attention to the service failure risk caused by brittle fracture of wood in engineering applications, especially when subjected to unexpected impact stress in cold region. To fill this gap, the impact toughness (Aw) of Populus ussuriensis and Larix gmelinii wood under three humidity conditions was examined across a wide temperature range (-196 °C to 60 °C) to investigate their tough-brittle transition (TBT) characteristics. Results show that the impact fracture morphology of wood gradually presented brittle fracture characteristics with decreasing temperature, and higher moisture content (MC) accentuated these brittle characteristics. The Aw of both wood species decreased with temperature, with two inflection points around 0 °C and in the range of − 60 °C to − 40 °C. The temperature range of − 40 °C to − 60 °C was a critical zone where fracture properties of wood shift from toughness to brittleness, increasing the risk of brittle-fracture. A strong linear relationship existed between temperature and Aw for each MC level (R² ≥ 0.89). Additionally, a multivariate nonlinear model of Aw based on temperature and MC was developed with a high goodness of fit (R² ≥ 0.96). These findings lay a foundation for predicting brittle-fracture risks in wooden components and offer deeper insights into their mechanical behavior in cold-climate engineering applications.
木材湿度和温度相关冲击诱发断裂韧脆转变
木材作为一种工程结构材料,由于其显著的优点,越来越受到人们的青睐。当暴露于浅低温和深低温环境时,由于温湿度的影响,其力学性能会偏离常温。然而,目前的研究很少关注木材脆性断裂在工程应用中的失效风险,特别是在寒冷地区受到意外冲击应力时。为了填补这一空白,研究了乌苏杨和落叶松木材在三种湿度条件下(-196℃至60℃)的冲击韧性(Aw),以研究它们的韧脆转变(TBT)特征。结果表明:随着温度的降低,木材的冲击断口形貌逐渐呈现出脆性断裂特征,较高的含水率使这种脆性特征更加突出;两种木材的Aw都随着温度的升高而降低,在0°C附近和- 60°C至- 40°C范围内有两个拐点。−40°C至−60°C是木材断裂性能从韧性向脆性转变的临界温度范围,增加了脆性断裂的风险。各MC水平温度与Aw之间存在较强的线性关系(R²≥0.89)。此外,建立了基于温度和MC的多元非线性Aw模型,拟合优度较高(R²≥0.96)。这些发现为预测木制构件的脆性断裂风险奠定了基础,并为其在寒冷气候工程应用中的力学行为提供了更深入的见解。
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来源期刊
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
期刊介绍: Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged. Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.
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