Non-linear finite element analysis of circular reinforced concrete columns retrofitted by steel jackets
Abstract eng: This paper after a review of confinement methods for strengthening reinforced concrete structures uses a finite element technique to study the nonlinear behavior of circular reinforced concrete retrofitted with steel jackets under cyclic loading. Optimal thicknesses of the steel jackets are obtained and tabulated according to the geometry of columns. The numerical results are compared to experimental results of Priestley et al (1996) and Hwang and Kuo (2000).
Contributors:
Publisher:
Institute of Theoretical and Applied Mechanics, AS CR, Prague
Conference Title:
Conference Title:
Engineering Mechanics 2012
Conference Venue:
Svratka (CZ)
Conference Dates:
12/05/2014 - 15/05/2014
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-12-04, last modified 2014-12-04
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