Qing Wang , Xinyu Song , Lili Lu , Jian Li , Shan Gao
{"title":"木材湿度和温度相关冲击诱发断裂韧脆转变","authors":"Qing Wang , Xinyu Song , Lili Lu , Jian Li , Shan Gao","doi":"10.1016/j.conbuildmat.2025.142190","DOIUrl":null,"url":null,"abstract":"<div><div>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 (<em>A</em><sub>w</sub>) of <em>Populus ussuriensis</em> and <em>Larix gmelinii</em> 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 <em>A</em><sub>w</sub> 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 <em>A</em><sub>w</sub> for each MC level (<em>R</em>² ≥ 0.89). Additionally, a multivariate nonlinear model of <em>A</em><sub>w</sub> based on temperature and MC was developed with a high goodness of fit (<em>R</em>² ≥ 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.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"489 ","pages":"Article 142190"},"PeriodicalIF":7.4000,"publicationDate":"2025-06-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Wood moisture and temperature dependent impact-induced fracture toughness-brittle transition\",\"authors\":\"Qing Wang , Xinyu Song , Lili Lu , Jian Li , Shan Gao\",\"doi\":\"10.1016/j.conbuildmat.2025.142190\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>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 (<em>A</em><sub>w</sub>) of <em>Populus ussuriensis</em> and <em>Larix gmelinii</em> 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 <em>A</em><sub>w</sub> 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 <em>A</em><sub>w</sub> for each MC level (<em>R</em>² ≥ 0.89). Additionally, a multivariate nonlinear model of <em>A</em><sub>w</sub> based on temperature and MC was developed with a high goodness of fit (<em>R</em>² ≥ 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.</div></div>\",\"PeriodicalId\":288,\"journal\":{\"name\":\"Construction and Building Materials\",\"volume\":\"489 \",\"pages\":\"Article 142190\"},\"PeriodicalIF\":7.4000,\"publicationDate\":\"2025-06-11\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Construction and Building Materials\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0950061825023414\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Construction and Building Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0950061825023414","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Wood moisture and temperature dependent impact-induced fracture toughness-brittle transition
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.
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.