Abstract
Features such as fast–growth rate, high strength–to–weight ratio, high carbon sequestering capability amongst others, make bamboo an excellent alternative environmental–friendly construction material. Therefore, it is very important to establish the most appropriate geometrical and/or physical properties that can be used to infer capacities as well as structural grades for bamboo such as Guadua angustifolia Kunth (GAK). Thus, an extensive experimental characterization of physical and mechanical properties of GAK was conducted by two independent laboratories –with samples from the same plantation in Colombia. Pooling of the two datasets were performed in order to create a larger data and undertake a more rigorous statistical analysis using machine learning (ML) methods. In addition, regression equations of mean and characteristic values for parallel–to–fiber compression, shear and bending capacities, and flexural stiffness were determined based on ML methods employing geometrical and physical properties. Finally, ML methods were used to propose a classification method based on four capacity classes that could enable a simpler grading process for structural bamboo species such as GAK.
Original language | English |
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Article number | 129116 |
Number of pages | 18 |
Journal | Construction and Building Materials |
Volume | 354 |
Early online date | 22 Sept 2022 |
DOIs | |
Publication status | Published - 7 Nov 2022 |
Funder
The authors gratefully acknowledge the funding support received from the Colombian Ministry of Agriculture and Rural Development through Grant 091–2008 M3795–4104, and Colguadua Ltda. for providing the test material. Gratitude is also extended to all members of the Structural Models Laboratory and staff of the Research Center on Materials and Civil Infrastructure (CIMOC) at Universidad de los Andes, Colombia, specially to Sebastián Salazar.The authors would also like to acknowledge the funding support received from INBAR through the Bamboo Grading project, the staff at the Sir John Laing building labs and the students who helped collect the data reported for Coventry University, namely Suneina Jangra, Joel Gibson and Ifeoluwa Fanibi.
Funding
The authors gratefully acknowledge the funding support received from the Colombian Ministry of Agriculture and Rural Development through Grant 091–2008 M3795–4104, and Colguadua Ltda. for providing the test material. Gratitude is also extended to all members of the Structural Models Laboratory and staff of the Research Center on Materials and Civil Infrastructure (CIMOC) at Universidad de los Andes, Colombia, specially to Sebastián Salazar. The authors would also like to acknowledge the funding support received from INBAR through the Bamboo Grading project, the staff at the Sir John Laing building labs and the students who helped collect the data reported for Coventry University, namely Suneina Jangra, Joel Gibson and Ifeoluwa Fanibi.
Funders | Funder number |
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Ministerio de Agricultura y Desarrollo Rural | 091–2008 M3795–4104 |
Colguadua Ltda | |
International Bamboo and Rattan Organization |
Keywords
- Guadua angustifolia
- Bamboo grading
- Inference bamboo capacities
- Machine learning methods
- Bamboo characterization
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- General Materials Science