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- W4308124611 abstract "Due to the low specific strength of bamboo oriented strand boards compared with the commonly used wooden building materials, reasonable and novel cross-section designs of bamboo columns fabricated from bamboo oriented strand boards as structural members were investigated. An axial compression experiment was carried out on full-scale bamboo columns to characterize the ultimate behaviors under a concentric load. The ultimate bearing capacities of solid, hollow and five-core columns of the same height were not obviously different from each other. The columns with a larger slenderness ratio showed lower ultimate loads and higher axial deflections. The short columns experienced failure due to material crushing, and the long columns experienced a combination of material crushing and inelastic buckling. The empirical equations for predicting the ultimate bearing capacity for wooden columns showed applicability for bamboo columns. Non-linear finite element modeling analyses were carried out to validate the experimental results, and a satisfactory agreement was found in the failure modes and ultimate bearing capacity." @default.
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- W4308124611 date "2022-10-31" @default.
- W4308124611 modified "2023-10-01" @default.
- W4308124611 title "Axial Compression Behaviors of Columns Fabricated from Bamboo Oriented Strand Boards" @default.
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- W4308124611 doi "https://doi.org/10.3390/f13111817" @default.
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