Effect of size on tensile strength parallel to grain of high-performance wood scrimber

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Construction and Building Materials Pub Date : 2024-09-18 DOI:10.1016/j.conbuildmat.2024.138399
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Abstract

With its high strength and excellent dimensional stability, high-performance wood scrimber (HPWS) holds significant promise for applications in load-bearing structures within buildings. However, understanding its behavior concerning size effects, particularly in terms of strength variation with stressed volume dimensions, is essential for establishing design parameters. Despite this importance, research on this aspect remains scarce. To address this gap, this study conducted tension tests on 304 specimens divided into 10 groups, covering a wide range of sizes, with the largest specimen’s volume 162 times that of the smallest. Utilizing the weakest link theory, the study investigated the size effect on tensile strength parallel to grain. Size effect factors were estimated using the shape parameter and slope methods, with discussions on differences related to volume, length, and cross-sectional area factors. It was found that the size effect related to the length and cross-sectional area were 0.0804 and 0.0671, respectively. This difference was due to the load-sharing ability within the cross-section, as the HPWS in tension resembles a net-like structure more than a chain-like structure. The specimens with the smallest cross-section didn’t exhibit the greatest strength. This was because the effects of sawing are particularly severe for very small specimens. This issue requires careful consideration when developing calculation methods. Finally, a calculation method for the tensile strength reduction coefficient, considering size effects, was proposed and demonstrated to align well with experimental findings. This comprehensive analysis serves to advance the structural utilization of HPWS as an innovative building material.

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尺寸对平行于纹理的高性能木材抗拉强度的影响
高性能木质护壁板(HPWS)具有高强度和出色的尺寸稳定性,在建筑承重结构中的应用前景十分广阔。然而,了解其有关尺寸效应的行为,特别是强度随受力体积尺寸的变化,对于确定设计参数至关重要。尽管非常重要,但这方面的研究仍然很少。为了填补这一空白,本研究对 304 个试样进行了拉伸试验,这些试样分为 10 组,涵盖了各种尺寸,其中最大试样的体积是最小试样的 162 倍。利用最薄弱环节理论,该研究调查了尺寸对平行于晶粒的拉伸强度的影响。使用形状参数和斜率方法估算了尺寸效应因子,并讨论了与体积、长度和横截面积因子有关的差异。结果发现,与长度和横截面积有关的尺寸效应分别为 0.0804 和 0.0671。这种差异是由于横截面内的负载分担能力造成的,因为拉伸状态下的 HPWS 更像是网状结构,而不是链状结构。截面最小的试样并没有表现出最大的强度。这是因为锯切对非常小的试样的影响尤其严重。这个问题需要在制定计算方法时仔细考虑。最后,提出了一种考虑到尺寸效应的抗拉强度降低系数计算方法,并证明该方法与实验结果十分吻合。这项综合分析有助于推进 HPWS 作为一种创新建筑材料在结构上的应用。
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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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