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Mechanical Performance of Treated Bambusa Blumeana (Bamboo) Fibers

Authors

Roneh Glenn De Guzman Libre Jr., De La Salle University
Michael Angelo Promentilla
Lessandro Estelito O. Garciano, De La Salle University
Bernardo Lejano
Andres Oreta, De La Salle University
Jason Ongpeng, De La Salle University
Ernesto Guades, Technical University of Denmark
Julius Leaño Jr
Audric Zuriel Cruz
Luis Felipe López, Base Bahay Foundation Inc.

Abstract

Natural fibers are being explored nowadays to provide the tensile strength needed in cementitious matrices. To give better bondage between the fibers and the matrices, surface enhancements for natural fibers can be induced through chemical treatments. In the current study, fibers are extracted from Bambusa Blumeana, an abundant local species of bamboo plant from the Philippines. Bamboo slats are pre-treated with varying concentrations of 5%, 10%, and 15% sodium hydroxide (NaOH), and extracted fibers are treated with 10% aluminum sulfate (Al2(SO4)3) solution. Extracted bamboo fibers are subjected to a Single Strand Tensile test. It is observed that bamboo slats submerged in 5% NaOH provides a better mean tensile peak load. Scanning Electron Microscopy (SEM) images show however that the fibers submerged in higher concentrations have developed rougher surface enhancements. The results can be used for developing bamboo fiber reinforced fly-ash-based geopolymer composites and with further studies, can be applied as textile reinforcement for structural strengthening or retrofitting.

Development of Load Tables for Design of Full-Culm Bamboo

Authors

Kent Harries, University of Pittsburgh
David J A Trujillo, Coventry University
Sebastian Kaminski, Arup
Luis Felipe López, Base Bahay Foundation Inc.

Abstract

Design aids in the form of load tables or span tables are well known to engineers and are commonly used in timber and steel design. Such tables reduce the need for repetitive calculation and allow for easy ‘what-if’ queries during design. They also permit rapid communication of minimum design requirements. This paper demonstrates an approach for developing design load tables for full culm bamboo elements for compression and flexure. The design tables are based on the provisions of ISO 22156:2021 and are most easily developed based upon an established grading procedure as described by ISO 19624:2018. Prior to the synthesis of these two standards, the generation of such load tables for bamboo was not practical. The development of archetypal column axial load tables and beam flexural span load tables is demonstrated. Examples of their use are illustrated demonstrating how alternate designs are easily established and compared. Such load tables are most appropriate for bespoke in-house design aides or as “national annexes” appended to ISO 22156:2021 upon its adoption by a jurisdiction.