Numerical Study of the Effect of Boundary Conditions on Buckling Behaviour of Flat Oval LDSS Stub Column Under Axial Compression
Author:
Publisher
Springer Singapore
Link
http://link.springer.com/content/pdf/10.1007/978-981-13-0362-3_41
Reference12 articles.
1. Chan, T. M., & Gardner, L. (2008). Compressive resistance of hot-rolled elliptical hollow sections. Engineering Structures, 30, 522–532.
2. Theofanous, M., Chan, T. M., & Gardner, L. (2009). Structural response of stainless steel oval hollow section compression members. Engineering Structures, 31(4), 922–934.
3. Zhu, J., & Young, B. (2012). Design of cold-formed steel oval hollow section columns. Journal of Constructional Steel Research, 71, 26–37.
4. Shariati, M., Saemi, J., Sedighi, M., & Eipakchi, H. R. (2011). Experimental and numerical studies on buckling and post-buckling behaviour of cylindrical panels subjected to compressive axial load. Strength of Materials, 43(2), 190–200.
5. Theofanous, M., & Gardner, L. (2009). Testing and numerical modelling of lean duplex stainless steel hollow section columns. Engineering Structures, 31(12), 3047–3058.
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