Inference of mechanical properties and structural grades of bamboo by machine learning methods

Juan F. Correal, Andrés F. Calvo, David J.A. Trujillo, Juan S. Echeverry

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13 Citations (Scopus)
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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 languageEnglish
Article number129116
Number of pages18
JournalConstruction and Building Materials
Volume354
Early online date22 Sept 2022
DOIs
Publication statusPublished - 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.

FundersFunder number
Ministerio de Agricultura y Desarrollo Rural091–2008 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

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