Incremental collapse threshold for pushout resistance of circular concrete filled steel tubular columns

Author:

Aly T.,Elchalakani M.,Thayalan P.,Patnaikuni I.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference30 articles.

1. Force transfer in composite columns;Wium,1992

2. Mechanics of bond and slip of deformed bars in concrete;Lutz;Journal of the American Concrete Institute,1967

3. Design of steel-encased concrete beam-columns;Furlong;Journal of the Structural Division, American Society of Civil Engineers,1968

4. Mechanical behaviour of circular steel–concrete composite stub columns;Johansson;Journal of Structural Engineering,2002

5. Kilpatrick AE, Rangan BV. The influence of bond upon the load-deformation response of high-strength composite columns. In: Proceedings of the fourteenth Australasian conference on the mechanics of structures and materials. 1995. p. 368–72

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