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摘要:
In this paper,bending performance and rolling shear properties of crosslaminated timber(CLT)panels made from Canadian hemlock were investigated by varied approaches.Firstly,three groups of bending tests of three-layer CLT panels with different spans were carried out.Different failure modes were obtained:bending failure,rolling shear failure,bonding line failure,local failure of the outer layer and mixed failure mode.Deflection and strain measurements were employed to calculate the global and local modulus of elastic(MOE),compared with the theoretical value.In addition,a modified compression shear testing method was introduced to evaluate the rolling shear strength and modulus,compared with the results from strain measurements in bending shear tests.According to testing results,bonding line failure and rolling shear failure were dominant failure modes in bending tests,and the theoretical value of bending property was beyond the average level of the calculating results obtained from both deflection and strain measurements.In addition,the rolling shear strength and modulus obtained from compression shear tests were relatively smaller than those from bending tests.
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篇名 Bending and Rolling Shear Properties of Cross-Laminated Timber Fabricated with Canadian Hemlock
来源期刊 结构耐久性与健康监测(英文) 学科 工学
关键词 BENDING properties ROLLING shear failure MODES BONDING line
年,卷(期) 2019,(2) 所属期刊栏目
研究方向 页码范围 227-246
页数 20页 分类号 TG1
字数 语种
DOI
五维指标
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研究主题发展历程
节点文献
BENDING
properties
ROLLING
shear
failure
MODES
BONDING
line
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研究分支
研究去脉
引文网络交叉学科
相关学者/机构
期刊影响力
结构耐久性与健康监测(英文)
季刊
1930-2983
江苏省南京市浦口区东大路2号东大科技园A
出版文献量(篇)
39
总下载数(次)
0
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0
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