Design strength of axially loaded RC columns strengthened by steel caging

There are three principal techniques available for strengthening RC columns: concrete jacketing, steel jacketing and composite jacketing (FRP). Steel caging is a variation of the steel jacketing technique and is recognised as being easy to apply and relatively inexpensive. This paper presents a new design proposal that provides a means of calculating the ultimate load of an axially loaded RC column strengthened by steel caging. The formulation of the new proposal is based on the analysis of the failure mechanisms derived from experimental and numerical studies performed on full-scale specimens. The results provided by the application of the new design proposal are compared with those from laboratory tests on full-scale strengthened columns and FE models and are seen to be much more effective than results obtained from other proposals.

[1]  F. Pallarés,et al.  EXPERIMENTAL STUDY OF BEAM-COLUMN JOINTS IN AXIALLY LOADED RC COLUMNS STRENGTHENED BY STEEL ANGLES AND STRIPS , 2008 .

[2]  Tao Liu,et al.  Fundamental Principles That Govern Retrofitting of Reinforced Concrete Columns by Steel and FRP Jacketing , 2006 .

[3]  Salvador Ivorra,et al.  Behaviour of axially loaded RC columns strengthened by steel angles and strips , 2007 .

[4]  K. F. Chung,et al.  Composite column design to Eurocode 4 : based on DD ENV 1994-1-1: 1994 Eurocode 4: design of composite steel and concrete structures: part 1.1: general rules and rules for buildings , 1994 .

[5]  Salvador Ivorra,et al.  Column–joint assembly in RC columns strengthened by steel caging , 2008 .

[6]  Manuel Fernández Cánovas,et al.  Patología y terapeútica del hormigón armado , 1977 .

[7]  Hong Sioe Oey,et al.  Simple Method for Upgrading an Existing Reinforced-Concrete Structure , 1996 .

[8]  J. L. Ramírez Ortiz,et al.  Comparación resistente de cuatro métodos de refuerzo de pilares de hormigón armado , 1977 .

[9]  Hiroshi Fukuyama,et al.  Japanese seismic rehabilitation of concrete buildings after the Hyogoken-Nanbu Earthquake , 2000 .

[10]  L. Cirtek Mathematical model of RC banded column behaviour , 2001 .

[11]  JoséL. Ramírez,et al.  Ten concrete column repair methods , 1996 .

[12]  M. Dolce,et al.  Experimental evaluation of effectiveness of local strengthening on columns of R/C existing structures. , 2003 .

[13]  Salvador Ivorra,et al.  Axially loaded RC columns strengthened by steel caging. Finite element modelling , 2009 .

[14]  Scott T. Smith,et al.  FRP: Strengthened RC Structures , 2001 .

[15]  Shinichi Tamai,et al.  Hysteresis Model of Steel Jacketed RC Columns for Railway Viaducts , 2000 .

[16]  F. E. Richart,et al.  Failure of plain and spirally reinforced concrete in compression , 1929 .

[17]  Salvador Ivorra,et al.  Axially loaded RC columns strengthened by steel cages , 2009 .

[18]  R. P. Johnson,et al.  Design of composite steel and concrete structures , 1993 .

[19]  Salvador Ivorra,et al.  Full-Scale Testing of Axially Loaded RC Columns Strengthened by Steel Angles and Strips , 2009 .

[20]  L. Cirtek,et al.  RC columns strengthened with bandage — experimental programme and design recommendations , 2001 .

[21]  J. L. Ramírez Ortiz,et al.  Eficacia resistente de pilares de hormigón armado de baja calidad reforzados por dos procedimientos diferentes , 1975 .