Local stability of glued laminated bamboo columns with box sections under axial compression
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s00107-024-02066-2.pdf
Reference44 articles.
1. Alhawamdeh M, Alajarmeh O, Aravinthan T, Shelley T, Schubel P, Kemp M et al (2021) Modelling hollow pultruded FRP profiles under axial compression: Local buckling and progressive failure. Compos Struct 262:113650. https://doi.org/10.1016/j.compstruct.2021.113650
2. Alqawzai S, Chen K, Shen L, Ding M, Yang B, Elchalakani M (2020) Behavior of octagonal concrete-filled double-skin steel tube stub columns under axial compression. J Constr Steel Res 170:106115. https://doi.org/10.1016/j.jcsr.2020.106115
3. ASTM (2014) ASTM D143–14: Standard Test Methods for Small Clear Specimens of Timber. ASTM International, West Conshohocken, PA, USA
4. Chang JS (1991) On the tangent modulus theory of inelastic buckling of built-up columns. J Chin Inst Eng 14(1):65–72. https://doi.org/10.1080/02533839.1991.9677310
5. Chen G, Yu YF, Li X, He B (2020) Mechanical behavior of laminated bamboo lumber for structural application: an experimental investigation. Eur J Wood Prod 78(1):53–63. https://doi.org/10.1007/s00107-019-01486-9
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