A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The Squash Load of Concrete-Filled Tubular Sections
This paper describes the squash load of concrete-filled tubular (CFT) section columns with or without local buckling based on the compression test results. Local buckling of non-compact and slender steel sections is accounted for in the limiting stress formula specified for the steel skin of CFT columns in a similar manner to the AISC specifications. Simple squash load formulae for CFT stub columns for the direct strength method have been proposed to account for post local buckling strength of slender steel skin and enhanced concrete compressive strength due to the confining effect by the steel skin. The squash loads predicted by the proposed strength formula were compared with available test results and those predicted by the AISC specifications and Eurocode4. The comparison confirmed that the squash load formula proposed could predict the squash load of CFT columns conservatively.
The Squash Load of Concrete-Filled Tubular Sections
This paper describes the squash load of concrete-filled tubular (CFT) section columns with or without local buckling based on the compression test results. Local buckling of non-compact and slender steel sections is accounted for in the limiting stress formula specified for the steel skin of CFT columns in a similar manner to the AISC specifications. Simple squash load formulae for CFT stub columns for the direct strength method have been proposed to account for post local buckling strength of slender steel skin and enhanced concrete compressive strength due to the confining effect by the steel skin. The squash loads predicted by the proposed strength formula were compared with available test results and those predicted by the AISC specifications and Eurocode4. The comparison confirmed that the squash load formula proposed could predict the squash load of CFT columns conservatively.
The Squash Load of Concrete-Filled Tubular Sections
Jeung, In-Kyu (author) / Kwon, Young-Bong (author)
International Conference on Composite Construction in Steel and Concrete 2013 ; 2013 ; North Queensland, Australia
2016-02-18
Conference paper
Electronic Resource
English
The Squash Load of Concrete-Filled Tubular Sections
| British Library Conference Proceedings | 2013
Prediction of the squash loads of concrete-filled tubular section columns with local buckling
| Online Contents | 2011
Column tests of concrete-filled aluminium tubular sections
| British Library Conference Proceedings | 2010
Interaction diagrams for concrete-filled tubular sections under fire
| British Library Conference Proceedings | 2009
Advanced design for trusses of steel and concrete-filled tubular sections
| Online Contents | 2011