{"title":"不同压缩方向下单板层合材蠕变特性的试验研究","authors":"Xijun Wang , Minjuan He , Pengfei Dai","doi":"10.1016/j.conbuildmat.2025.143877","DOIUrl":null,"url":null,"abstract":"<div><div>As an engineered wood product (EWP), laminated veneer lumber (LVL) exhibits two inherent wood characteristics: anisotropic mechanical properties and time-dependent creep behavior. Understanding the creep behavior of LVL is crucial for its applications. This paper presents an experimental investigation into the creep behavior of LVL under three compression directions: compression parallel to grain, edgewise compression perpendicular to grain, and flatwise compression perpendicular to grain. Short-term compression tests were first conducted on LVL along the three directions, providing basic data to determine the stress magnitude for long-term compression tests. The long-term tests were performed for 220 days in an uncontrolled indoor environment, considering the three compression directions and different stress levels. The long-term behavior of the LVL specimens was assessed across time-dependent moisture contents, strain, and creep. Creep models were then calibrated against the experimental data, further characterizing the compressive creep behavior of LVL. The experimental results show that the moisture content and environmental strain exhibited a strong but slightly lagged correlation with relative humidity. The maximum creep coefficients at 77.9 % average humidity were 1.87–3.25 times as large as those at 61.7 % humidity. Creep effect in LVL under parallel-to-grain compression was significantly lower than that subjected to compression perpendicular to grain. The flatwise-compression-perpendicular-to-grain LVL exhibited larger creep coefficients compared to that in edgewise compression configuration. The low-stress LVL had lower creep coefficients compared to that in high-stress scenarios.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"497 ","pages":"Article 143877"},"PeriodicalIF":8.0000,"publicationDate":"2025-10-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Experimental testing on the creep behavior of laminated veneer lumber (LVL) under various compression directions\",\"authors\":\"Xijun Wang , Minjuan He , Pengfei Dai\",\"doi\":\"10.1016/j.conbuildmat.2025.143877\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>As an engineered wood product (EWP), laminated veneer lumber (LVL) exhibits two inherent wood characteristics: anisotropic mechanical properties and time-dependent creep behavior. Understanding the creep behavior of LVL is crucial for its applications. This paper presents an experimental investigation into the creep behavior of LVL under three compression directions: compression parallel to grain, edgewise compression perpendicular to grain, and flatwise compression perpendicular to grain. Short-term compression tests were first conducted on LVL along the three directions, providing basic data to determine the stress magnitude for long-term compression tests. The long-term tests were performed for 220 days in an uncontrolled indoor environment, considering the three compression directions and different stress levels. The long-term behavior of the LVL specimens was assessed across time-dependent moisture contents, strain, and creep. Creep models were then calibrated against the experimental data, further characterizing the compressive creep behavior of LVL. The experimental results show that the moisture content and environmental strain exhibited a strong but slightly lagged correlation with relative humidity. The maximum creep coefficients at 77.9 % average humidity were 1.87–3.25 times as large as those at 61.7 % humidity. Creep effect in LVL under parallel-to-grain compression was significantly lower than that subjected to compression perpendicular to grain. The flatwise-compression-perpendicular-to-grain LVL exhibited larger creep coefficients compared to that in edgewise compression configuration. The low-stress LVL had lower creep coefficients compared to that in high-stress scenarios.</div></div>\",\"PeriodicalId\":288,\"journal\":{\"name\":\"Construction and Building Materials\",\"volume\":\"497 \",\"pages\":\"Article 143877\"},\"PeriodicalIF\":8.0000,\"publicationDate\":\"2025-10-04\",\"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/S0950061825040280\",\"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/S0950061825040280","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}
Experimental testing on the creep behavior of laminated veneer lumber (LVL) under various compression directions
As an engineered wood product (EWP), laminated veneer lumber (LVL) exhibits two inherent wood characteristics: anisotropic mechanical properties and time-dependent creep behavior. Understanding the creep behavior of LVL is crucial for its applications. This paper presents an experimental investigation into the creep behavior of LVL under three compression directions: compression parallel to grain, edgewise compression perpendicular to grain, and flatwise compression perpendicular to grain. Short-term compression tests were first conducted on LVL along the three directions, providing basic data to determine the stress magnitude for long-term compression tests. The long-term tests were performed for 220 days in an uncontrolled indoor environment, considering the three compression directions and different stress levels. The long-term behavior of the LVL specimens was assessed across time-dependent moisture contents, strain, and creep. Creep models were then calibrated against the experimental data, further characterizing the compressive creep behavior of LVL. The experimental results show that the moisture content and environmental strain exhibited a strong but slightly lagged correlation with relative humidity. The maximum creep coefficients at 77.9 % average humidity were 1.87–3.25 times as large as those at 61.7 % humidity. Creep effect in LVL under parallel-to-grain compression was significantly lower than that subjected to compression perpendicular to grain. The flatwise-compression-perpendicular-to-grain LVL exhibited larger creep coefficients compared to that in edgewise compression configuration. The low-stress LVL had lower creep coefficients compared to that in high-stress scenarios.
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.