Mechanical evaluation for laminated bamboo lumber along two eccentric compression directions
To evaluate the mechanical performance under two eccentric compression directions, 80 laminated bamboo lumber (LBL) column specimens were tested and analysed. Mechanical properties along two directions were compared. Bamboo nodes and drill hole are two main failure reasons for the specimens under tw...
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| Published in | Journal of wood science Vol. 62; no. 6; pp. 503 - 517 |
|---|---|
| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Tokyo
Springer Japan
01.12.2016
Springer Nature B.V |
| Subjects | |
| Online Access | Get full text |
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| Abstract | To evaluate the mechanical performance under two eccentric compression directions, 80 laminated bamboo lumber (LBL) column specimens were tested and analysed. Mechanical properties along two directions were compared. Bamboo nodes and drill hole are two main failure reasons for the specimens under two eccentric directions. More crack layers appeared for radial eccentric direction group specimens due to the layer structure. No matter which eccentric directions they are, the lateral deflection curves are close to the sine line, and the strain across the cross section of the LBL column for each specimen is basically linear throughout the loading process, following standard normal section bending theory. The mechanical properties for two directions are similar with each other and could follow the same design rules. Although the mechanical properties are similar for both LBL columns and parallel bamboo strand lumber (PBSL) columns as a whole, there are still some clear performance differences between the two kinds of materials. Combined all the test data under two eccentric directions, an equation for calculating the radial eccentricity influencing coefficient
φ
e
of LBL columns is proposed. The calculation results obtained from the equations give a good agreement with the test results. |
|---|---|
| AbstractList | To evaluate the mechanical performance under two eccentric compression directions, 80 laminated bamboo lumber (LBL) column specimens were tested and analysed. Mechanical properties along two directions were compared. Bamboo nodes and drill hole are two main failure reasons for the specimens under two eccentric directions. More crack layers appeared for radial eccentric direction group specimens due to the layer structure. No matter which eccentric directions they are, the lateral deflection curves are close to the sine line, and the strain across the cross section of the LBL column for each specimen is basically linear throughout the loading process, following standard normal section bending theory. The mechanical properties for two directions are similar with each other and could follow the same design rules. Although the mechanical properties are similar for both LBL columns and parallel bamboo strand lumber (PBSL) columns as a whole, there are still some clear performance differences between the two kinds of materials. Combined all the test data under two eccentric directions, an equation for calculating the radial eccentricity influencing coefficient \( \varphi_{\text{e}} \) of LBL columns is proposed. The calculation results obtained from the equations give a good agreement with the test results. To evaluate the mechanical performance under two eccentric compression directions, 80 laminated bamboo lumber (LBL) column specimens were tested and analysed. Mechanical properties along two directions were compared. Bamboo nodes and drill hole are two main failure reasons for the specimens under two eccentric directions. More crack layers appeared for radial eccentric direction group specimens due to the layer structure. No matter which eccentric directions they are, the lateral deflection curves are close to the sine line, and the strain across the cross section of the LBL column for each specimen is basically linear throughout the loading process, following standard normal section bending theory. The mechanical properties for two directions are similar with each other and could follow the same design rules. Although the mechanical properties are similar for both LBL columns and parallel bamboo strand lumber (PBSL) columns as a whole, there are still some clear performance differences between the two kinds of materials. Combined all the test data under two eccentric directions, an equation for calculating the radial eccentricity influencing coefficient φ e of LBL columns is proposed. The calculation results obtained from the equations give a good agreement with the test results. To evaluate the mechanical performance under two eccentric compression directions, 80 laminated bamboo lumber (LBL) column specimens were tested and analysed. Mechanical properties along two directions were compared. Bamboo nodes and drill hole are two main failure reasons for the specimens under two eccentric directions. More crack layers appeared for radial eccentric direction group specimens due to the layer structure. No matter which eccentric directions they are, the lateral deflection curves are close to the sine line, and the strain across the cross section of the LBL column for each specimen is basically linear throughout the loading process, following standard normal section bending theory. The mechanical properties for two directions are similar with each other and could follow the same design rules. Although the mechanical properties are similar for both LBL columns and parallel bamboo strand lumber (PBSL) columns as a whole, there are still some clear performance differences between the two kinds of materials. Combined all the test data under two eccentric directions, an equation for calculating the radial eccentricity influencing coefficient [Formula: see text] of LBL columns is proposed. The calculation results obtained from the equations give a good agreement with the test results. |
| Author | Zhang, Qi-sheng Wu, Gang Li, Hai-tao Su, Jing-Wen |
| Author_xml | – sequence: 1 givenname: Hai-tao surname: Li fullname: Li, Hai-tao email: lhaitao1982@126.com organization: Collage of Civil Engineering, Nanjing Forestry University (Southeast University, Key Laboratory of Concrete and Pre-Stressed Concrete Structure of Ministry of Education), College of Civil Engineering, Southeast University – sequence: 2 givenname: Gang surname: Wu fullname: Wu, Gang organization: College of Civil Engineering, Southeast University – sequence: 3 givenname: Qi-sheng surname: Zhang fullname: Zhang, Qi-sheng organization: Collage of Civil Engineering, Nanjing Forestry University (Southeast University, Key Laboratory of Concrete and Pre-Stressed Concrete Structure of Ministry of Education) – sequence: 4 givenname: Jing-Wen surname: Su fullname: Su, Jing-Wen organization: Nanjing Technical Vocational College |
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| Cites_doi | 10.1016/j.conbuildmat.2015.10.041 10.1016/j.conbuildmat.2016.06.031 10.1016/j.compositesb.2015.04.027 10.1016/j.compositesb.2013.12.061 10.1016/j.compositesb.2012.07.048 10.1016/j.conbuildmat.2008.01.004 10.1016/j.conbuildmat.2011.10.046 10.1590/S1678-86212014000100003 10.1016/S0263-8223(00)00104-5 10.1007/s10086-011-1233-7 10.1515/hfsg.1998.52.2.207 10.1016/j.compositesb.2013.05.035 10.1007/BF01171228 10.1016/j.biortech.2005.10.026 10.1016/j.conbuildmat.2015.02.048 10.1016/j.compositesb.2011.11.065 10.1016/j.conbuildmat.2014.09.056 10.1061/(ASCE)ST.1943-541X.0000807 10.1016/j.compositesb.2015.10.023 10.1016/j.conbuildmat.2011.08.038 10.5902/19805098418 |
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| Keywords | Eccentricity ratio Radial eccentric compression Column Tangential eccentric direction Laminated bamboo lumber |
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| Snippet | To evaluate the mechanical performance under two eccentric compression directions, 80 laminated bamboo lumber (LBL) column specimens were tested and analysed.... |
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| SubjectTerms | Bamboo bamboos Bending theory Biomedical and Life Sciences Boreholes Characterization and Evaluation of Materials Columns (structural) Compression tests Eccentricity equations Laminates Life Sciences Lumber Materials Science Mathematical analysis Mechanical properties Original Article Wood Science & Technology |
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| Title | Mechanical evaluation for laminated bamboo lumber along two eccentric compression directions |
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