Buckling behaviour of cold-formed steel beam C-lipped sections using Bambusa spinosa Roxb. (Thorny Bamboo) strips as stiffening elements
This study uses a series of four-point bending tests to investigate the structural performance of cold-formed steel beam sections, both with and without bamboo stiffeners. The cold-formed steel beam sections without stiffeners (Specimens 7, 8 and 9) demonstrated maximum moments of 0.274 kN·m, 0.216...
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| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2025-05-01
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| Series: | Advances in Bamboo Science |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S2773139125000473 |
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