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A simple analytical model, including local effects due to buckling and shear to moment interaction, was developed to pre-dict the load-carrying capacity of CHS tubes under flexure and shear. A finite-element analysis with ABAQUS Code was also conduct
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::38fe37c6c28e7eaae0750ba9d8bb755e
http://hdl.handle.net/10447/434201
http://hdl.handle.net/10447/434201
