Influence of release grooves, edge gaps and aspect ratios of transverse layer on shear performance of CLT made from fast-growing Chinese fir

IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Qianzhi Huang , Zhiqiang Wang , Ye He , Yi Du , Meng Gong
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Abstract

To promote the utilization of local species in cross-laminated timber (CLT), fast-growing Chinese fir, an important wood specie in southern China, has recently been developed for CLT production. The short-span four-point bending tests were conducted to evaluate the shear performance of Chinese fir CLT. An orthogonal experiment was employed to investigate the influences of manufacturing parameters of the transverse layer, such as the aspect ratio, width of edge gaps, and depth of stress release grooves, on the ultimate load-bearing capacity of CLT in shear test. Shear strength of CLT was calculated using three theoretical methods, and the results were compared to assess the differences among them. It was found that rolling shear failure was the main failure mode among the four failure modes of specimens under short-span four-point bending test. For specimens with edge gaps or release grooves, rolling shear cracks were observed around these features. Aspect ratio of transverse layer had slight positive influence on the CLT shear performance. However, both stress release grooves and edge gaps of transverse layer showed significant negative influence. Furthermore, the shear strength calculated by the GB 50005–2017 method is relatively close to that calculated by shear analogy method, whereas the shear strength calculated by the gamma method is lower than the theoretical values calculated by the other two methods. The findings here provide practical guidance for the engineering design and application of fast-growing Chinese fir CLT.
释放槽、边隙和横层纵横比对速生杉木CLT抗剪性能的影响
为了促进当地树种在交叉层压木材(CLT)中的利用,中国南方重要的速生杉木被开发用于生产交叉层压木材(CLT)。对杉木CLT的抗剪性能进行了短跨四点弯曲试验。采用正交试验的方法,研究了横向层的制作工艺参数(纵横比、边隙宽度、应力释放槽深度)对CLT抗剪极限承载力的影响。采用三种理论方法计算CLT的抗剪强度,并对计算结果进行比较,评价三者之间的差异。研究发现,在短跨四点弯曲试验中,试件的4种破坏模式中,滚动剪切破坏是主要破坏模式。对于有边缘间隙或释放槽的试样,在这些特征周围观察到滚动剪切裂纹。横向层宽高比对CLT抗剪性能有轻微的正向影响。而横向层的应力释放槽和边缘间隙对其均有显著的负向影响。此外,GB 50005-2017方法计算的抗剪强度与剪切类比法计算的抗剪强度较为接近,而伽玛法计算的抗剪强度低于其他两种方法计算的理论值。研究结果对快速生长杉木CLT的工程设计和应用具有实际指导意义。
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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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