Experimental investigation on mechanical properties of Chinese fir composites as cross-laminated timber
Chinese fir (Cunninghamia lanceolata (Lamb.) Hook.) is a significant plantation species in South China. However, this plantation species is primarily utilized to produce low-value wood products. This study evaluated the feasibility of manufacturing cross-laminated timber using fast-grown small-diame...
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Published in | Industrial crops and products Vol. 213; p. 118411 |
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Main Authors | , , , , , , |
Format | Journal Article |
Language | English |
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Elsevier B.V
01.07.2024
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Abstract | Chinese fir (Cunninghamia lanceolata (Lamb.) Hook.) is a significant plantation species in South China. However, this plantation species is primarily utilized to produce low-value wood products. This study evaluated the feasibility of manufacturing cross-laminated timber using fast-grown small-diameter Chinese fir by investigating its bending performance and exploring the contribution of the lamination effect to the load capacity. Through bending tests and theoretical analysis, three different lay-ups with the same cross-laminated timber thickness (105 mm) but varying lamination thicknesses (35 mm, 21 mm, 15 mm) were examined. The results revealed that the 5-layer and 7-layer CLT, with the average bending strength of 37.4 MPa and 33.9 MPa, showed the significantly higher mean values than the 3-layer CLT (23.2 MPa). Moreover, the predicted ultimate loads and failure modes aligned with the experimental observations. Additionally, all mechanical criteria met the mechanical performance requirements for the 105 mm thick cross-laminated timber according to the ANSI/APA PRG 320 standard, except for bending stiffness. These findings provide valuable insights for improving the performance of Chinese fir cross-laminated timber made from small-diameter timber by optimizing lamination thickness and underscore the viability of producing cross-laminated timber using Chinese fir.
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•Feasibility of Chinese fir for cross-laminated timber manufacturing is confirmed.•Appropriately reducing lamination thickness enhances bending performance.•The 5-layer cross-laminated timber shows superior bending performance.•Theoretical method adopted can predict load capacities and failure modes. |
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AbstractList | Chinese fir (Cunninghamia lanceolata (Lamb.) Hook.) is a significant plantation species in South China. However, this plantation species is primarily utilized to produce low-value wood products. This study evaluated the feasibility of manufacturing cross-laminated timber using fast-grown small-diameter Chinese fir by investigating its bending performance and exploring the contribution of the lamination effect to the load capacity. Through bending tests and theoretical analysis, three different lay-ups with the same cross-laminated timber thickness (105 mm) but varying lamination thicknesses (35 mm, 21 mm, 15 mm) were examined. The results revealed that the 5-layer and 7-layer CLT, with the average bending strength of 37.4 MPa and 33.9 MPa, showed the significantly higher mean values than the 3-layer CLT (23.2 MPa). Moreover, the predicted ultimate loads and failure modes aligned with the experimental observations. Additionally, all mechanical criteria met the mechanical performance requirements for the 105 mm thick cross-laminated timber according to the ANSI/APA PRG 320 standard, except for bending stiffness. These findings provide valuable insights for improving the performance of Chinese fir cross-laminated timber made from small-diameter timber by optimizing lamination thickness and underscore the viability of producing cross-laminated timber using Chinese fir.
[Display omitted]
•Feasibility of Chinese fir for cross-laminated timber manufacturing is confirmed.•Appropriately reducing lamination thickness enhances bending performance.•The 5-layer cross-laminated timber shows superior bending performance.•Theoretical method adopted can predict load capacities and failure modes. |
ArticleNumber | 118411 |
Author | Zhou, Bin Wang, Shuo Kong, Fanxu Que, Zeli Ma, Panpan Wang, Feibin An, Xin |
Author_xml | – sequence: 1 givenname: Fanxu surname: Kong fullname: Kong, Fanxu organization: College of Materials Science and Engineering, Nanjing Forestry University, 159 Longpan Road, Nanjing, Jiangsu 210037, China – sequence: 2 givenname: Bin surname: Zhou fullname: Zhou, Bin organization: College of Materials Science and Engineering, Nanjing Forestry University, 159 Longpan Road, Nanjing, Jiangsu 210037, China – sequence: 3 givenname: Xin surname: An fullname: An, Xin organization: College of Materials Science and Engineering, Nanjing Forestry University, 159 Longpan Road, Nanjing, Jiangsu 210037, China – sequence: 4 givenname: Feibin surname: Wang fullname: Wang, Feibin organization: College of Landscape Architecture, Nanjing Forestry University, 159 Longpan Road, Nanjing, Jiangsu 210037, China – sequence: 5 givenname: Shuo surname: Wang fullname: Wang, Shuo organization: College of Materials Science and Engineering, Nanjing Forestry University, 159 Longpan Road, Nanjing, Jiangsu 210037, China – sequence: 6 givenname: Panpan surname: Ma fullname: Ma, Panpan organization: College of Materials Science and Engineering, Nanjing Forestry University, 159 Longpan Road, Nanjing, Jiangsu 210037, China – sequence: 7 givenname: Zeli surname: Que fullname: Que, Zeli email: zelique@njfu.edu.cn organization: College of Materials Science and Engineering, Nanjing Forestry University, 159 Longpan Road, Nanjing, Jiangsu 210037, China |
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Cites_doi | 10.1016/j.conbuildmat.2016.12.027 10.1016/j.conbuildmat.2018.07.072 10.1186/s10086-020-01886-z 10.1007/s00107-015-0999-5 10.1016/j.conbuildmat.2016.04.145 10.1016/j.engstruct.2023.115973 10.1155/2019/1728258 10.21967/jbb.v4i1.190 10.1007/s10086-013-1377-8 10.15376/biores.13.3.7002-7016 10.3390/buildings13010200 10.1016/j.conbuildmat.2023.133666 10.1007/s40725-018-0071-x 10.1186/s10086-023-02089-y 10.1016/j.conbuildmat.2023.133484 10.1007/s10086-017-1631-6 10.3390/buildings8090114 10.1016/j.conbuildmat.2020.118525 10.1007/s10086-015-1527-2 10.1016/j.conbuildmat.2019.117215 |
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Keywords | Mechanical properties Lamination thickness Chinese fir Cross-laminated timber Simplified composite beam method |
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Snippet | Chinese fir (Cunninghamia lanceolata (Lamb.) Hook.) is a significant plantation species in South China. However, this plantation species is primarily utilized... |
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SubjectTerms | Chinese fir Cross-laminated timber Lamination thickness Mechanical properties Simplified composite beam method |
Title | Experimental investigation on mechanical properties of Chinese fir composites as cross-laminated timber |
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