Study on Flexural Behavior of Cross-Laminated Timber Based on Different Tree Species
Joint Authors
Lu, Weidong
Gu, Jiahui
Wang, Bibo
Source
Advances in Materials Science and Engineering
Issue
Vol. 2019, Issue 2019 (31 Dec. 2019), pp.1-8, 8 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2019-10-13
Country of Publication
Egypt
No. of Pages
8
Abstract EN
The flexural behavior of CLT panels was experimentally studied.
The effects of number of layers, thickness and wood combination on the failure modes, ultimate bearing capacity, stiffness, and ductility of the specimen were analyzed.
The test results showed that the flexural strength of the hybrid CLT specimens was basically unchanged, but the stiffness increased by 8% to 22% compared with the CLT specimens of all poplar wood.
Compared with the CLT of the whole Douglas fir, the failure mode of the hybrid specimens changes from brittle shear failure to ductile bending failure.
Furthermore, the calculation formula of the bending bearing capacity under various failure modes was proposed.
The analytical results agreed well with the test results.
American Psychological Association (APA)
Lu, Weidong& Gu, Jiahui& Wang, Bibo. 2019. Study on Flexural Behavior of Cross-Laminated Timber Based on Different Tree Species. Advances in Materials Science and Engineering،Vol. 2019, no. 2019, pp.1-8.
https://search.emarefa.net/detail/BIM-1119334
Modern Language Association (MLA)
Lu, Weidong…[et al.]. Study on Flexural Behavior of Cross-Laminated Timber Based on Different Tree Species. Advances in Materials Science and Engineering No. 2019 (2019), pp.1-8.
https://search.emarefa.net/detail/BIM-1119334
American Medical Association (AMA)
Lu, Weidong& Gu, Jiahui& Wang, Bibo. Study on Flexural Behavior of Cross-Laminated Timber Based on Different Tree Species. Advances in Materials Science and Engineering. 2019. Vol. 2019, no. 2019, pp.1-8.
https://search.emarefa.net/detail/BIM-1119334
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1119334