Out-of-plane shear strength of cross-laminated timber made of Japanese Larch (Larix kaempferi) with various layups and spans

IF 2.2 3区 农林科学 Q2 FORESTRY
Yasuhiro Kawaai, Ryuya Takanashi, Wataru Ishihara, Yoshinori Ohashi, Kei Sawata, Takanobu Sasaki
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引用次数: 0

Abstract

Abstract Cross-laminated timber (CLT) is a promising construction material. When CLT is used for horizontal applications, shear stress occurs in the out-of-plane direction and can fracture the transverse layers owing to the rolling shear. The out-of-plane shear strength of the CLT can be evaluated by an out-of-plane loading test and is affected by the CLT layups and/or span conditions. In this study, we conducted out-of-plane loading tests on 3-layer 4-ply, 5-layer 7-ply, 7-layer 7-ply, and 9-layer 9-ply CLT made of Japanese larch ( Larix kaempferi ) under various spans and investigated the effect of layups and spans on the out-of-shear strength. The fracture modes of the specimens were classified into three types: shear fracture, shear fracture accompanied by bending fracture, and bending fracture. The out-of-plane shear strength of the specimens except for the 9-layer 9-ply ones decreased as the span increased, and then converged to a constant value (1.0–1.5 kN/mm 2 ). In addition, the shear strength decreased exponentially as the number of laminae in the transverse layers increased and then converged to a constant value (1.0–1.5 kN/mm 2 ). The out-of-plane shear strength of the 9-layer 9-ply specimens decreased as the shear span increased; however, the converged value with a longer span could not be calculated because the tests were conducted under only three-span conditions. The shear strength of 3-layer 4-ply specimens was lower than that of the other layups. The results of the Monte Carlo simulation of the shear strength of the laminae in the transverse layers showed that a model, which assumed that the minimum shear strength of the laminae in the transverse layers determined the shear strength of a specimen, tended to correspond with the decreasing tendency of shear strength with longer spans. The results showed that the weakest link model for the out-of-plane shear fracture of the CLT would relate to a specimen with long span.
日本落叶松(Larix kaempferi)不同层数和跨度的交叉层合木材的面外抗剪强度
交叉层压木材(CLT)是一种很有前途的建筑材料。当CLT用于水平应用时,剪切应力发生在面外方向,并且由于滚动剪切会导致横向层断裂。CLT的面外抗剪强度可以通过面外荷载试验来评估,并受CLT铺层和/或跨度条件的影响。本研究对日本落叶松(Larix kaempferi)制成的3层4层、5层7层、7层7层和9层9层CLT进行了不同跨距下的面外荷载试验,研究了铺层和跨距对其抗剪强度的影响。试件的断裂方式分为剪切断裂、剪切断裂伴弯曲断裂和弯曲断裂三种。除9层9层试件外,其余试件的面外抗剪强度均随着跨度的增大而减小,之后趋于恒定值(1.0 ~ 1.5 kN/mm 2)。剪切强度随着横向层中层状层数的增加呈指数递减,然后趋于恒定值(1.0 ~ 1.5 kN/mm 2)。9层9层试件的面外抗剪强度随着剪跨的增大而减小;但是,由于试验仅在三跨条件下进行,因此无法计算更大跨度的收敛值。3层4层试件的抗剪强度低于其他铺层试件。通过蒙特卡罗方法对横向层中层状层的抗剪强度进行了模拟,结果表明,假设横向层中层状层的最小抗剪强度决定试样的抗剪强度的模型,其抗剪强度随跨度增大而减小的趋势趋于一致。结果表明,对于大跨度的试件,CLT的面外剪切断裂,最薄弱环节模型是适用的。
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来源期刊
Journal of Wood Science
Journal of Wood Science 工程技术-材料科学:纸与木材
CiteScore
5.40
自引率
10.30%
发文量
57
审稿时长
6 months
期刊介绍: The Journal of Wood Science is the official journal of the Japan Wood Research Society. This journal provides an international forum for the exchange of knowledge and the discussion of current issues in wood and its utilization. The journal publishes original articles on basic and applied research dealing with the science, technology, and engineering of wood, wood components, wood and wood-based products, and wood constructions. Articles concerned with pulp and paper, fiber resources from non-woody plants, wood-inhabiting insects and fungi, wood biomass, and environmental and ecological issues in forest products are also included. In addition to original articles, the journal publishes review articles on selected topics concerning wood science and related fields. The editors welcome the submission of manuscripts from any country.
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