Experimental testing on the creep behavior of laminated veneer lumber (LVL) under various compression directions

IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Xijun Wang , Minjuan He , Pengfei Dai
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Abstract

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.
不同压缩方向下单板层合材蠕变特性的试验研究
作为一种工程木制品(EWP),层压单板木材(LVL)表现出两种固有的木材特性:各向异性力学性能和随时间变化的蠕变行为。了解LVL的蠕变行为对其应用至关重要。本文研究了平行晶压、垂直晶压和垂直晶压三种压缩方向下LVL的蠕变行为。首先对LVL进行三个方向的短期压缩试验,为确定长期压缩试验的应力大小提供基础数据。在不受控制的室内环境中,考虑三个压缩方向和不同的应力水平,进行了220天的长期试验。LVL试样的长期行为被评估为随时间变化的含水率、应变和蠕变。然后根据实验数据校准蠕变模型,进一步表征LVL的压缩蠕变行为。试验结果表明,含水率和环境应变与相对湿度的相关性较强,但略有滞后。平均湿度77.9% %时的最大蠕变系数是平均湿度61.7 %时的1.87 ~ 3.25倍。平行晶粒压缩下LVL的蠕变效应显著低于垂直晶粒压缩下的蠕变效应。与边压型相比,平压-垂直-颗粒型LVL表现出较大的蠕变系数。低应力条件下LVL的蠕变系数比高应力条件下低。
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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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