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Ductility Increasing for Concrete Columns. Experimental Results

 Ductility Increasing for Concrete Columns. Experimental Results
Author(s):
Presented at 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008, published in , pp. 510-511
DOI: 10.2749/222137908796293622
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The research program presented here contains a short theoretical and experimental study upon the reinforced concrete columns retrofitted using composite materials. The aim is to clarify some of the...
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Bibliographic Details

Author(s):
Medium: conference paper
Language(s): English
Conference: 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008
Published in:
Page(s): 510-511 Total no. of pages: 6
Page(s): 510-511
Total no. of pages: 6
Year: 2008
DOI: 10.2749/222137908796293622
Abstract:

The research program presented here contains a short theoretical and experimental study upon the reinforced concrete columns retrofitted using composite materials. The aim is to clarify some of the aspects regarding the ductility of these types of elements. One part of the study is that it aims to establish the type of interaction between two methods of retrofitting, namely in bending and by confinement. The actual codes present only the computational methods for each individual situation, but not for the superposition of the two retrofitting methods.

Keywords:
concrete FRP columns retrofit