Characterization and Analysis of Tension Parallel Properties in Bambusa blumeana A Study of Bamboo’s Mechanical Strength for Structural Application

Abstract

The dissertation showcased the comprehensive exploration of a specific bamboo species, Bambusa blumeana, the mechanical properties specifically focusing on its tension parallel characteristics. The study employs a rigorous methodology, including one-way analysis of variance, t-test, and multiple linear regression as statistical treatment methods, to characterize tension parallel properties of Bambusa blumeana. By subjecting bamboo specimens, Bambusa blumeana, Bambusa vulgaris, and Dendrocalamus asper, to controlled tension forces, the research team meticulously analyzes a key mechanical parameter: tensile parallel strength to fiber. The findings enhanced understanding on its potential applications in various structural contexts. The results suggest that both Dendrocalamus asper and Bambusa vulgaris contain higher allowable tensile strength compared to Bambusa blumeana. This then indicates that Dendrocalamus asper and Bambusa vulgaris emerge as a material with their tensile parallel strength mechanical attributes as compared to Bambusa blumeana. The study outcomes presented herein aim to inform future research endeavors and inspire innovative bamboo applications in structural engineering.