Analytical Load Displacement Curves of RC Columns under Constant Axial and Cyclic Lateral Loads

The cyclic tests of the columns are of practical relevance to the performance of compression members during earthquake loading. The strength, ductility and en ergy absorption capabilities of RC columns, subjected to cyclic loading, have been estimated by many researchers. These characteristics are not normally inherent in plain concrete but can be achieved by effectively confining columns through transverse rein forcement. An extensive experimental program, in which performance of four RC columns detailed according to provisions of ACI - 318 - 08, was studied in co mparison with that of four columns confined by a new proposed technique. Out of total eight, this paper p resents performance of three columns which were detailed according to provision of ACI - 318 - 08 and cast with 25 and 32 MPa concrete. The experimentally achieved load - displacement hysteresis and backbone curves of the three columns are presented. Two approac hes, which utilize moment - curvature and shear - shear strain relationship of RC columns achieved through Response - 2000, have been suggested to draw analytical load - displacement curves of the columns. The experimental and analytical load - displacement curves a re found in good agreement. The suggested analytical technique is simple and easy to implement. The technique will be available to the engineers involved in design to estimate capacity of RC columns.

[1]  J. Mander,et al.  Theoretical stress strain model for confined concrete , 1988 .

[2]  P Desayi,et al.  Stress-strain characteristics of concrete confined in steel binders , 1970 .

[3]  R. Park,et al.  Flexural Members with Confined Concrete , 1971 .

[4]  S. Popovics A numerical approach to the complete stress-strain curve of concrete , 1973 .

[5]  P. Bowen,et al.  Changes in portlandite morphology with solvent composition: Atomistic simulations and experiment , 2011 .

[6]  M. Saatcioglu,et al.  Confinement Model for High-Strength Concrete , 1999 .

[7]  B. Bousalem,et al.  Development of a confined model for rectangular ordinary reinforced concrete columns , 2007 .

[8]  Michael P. Collins,et al.  Predicting the Response of Reinforced Concrete Beams Subjected to Shear Using the Modified Compression Field Theory , 1988 .

[9]  Mete A. Sozen,et al.  Ductility of Concrete , 1965 .

[10]  Li Bing,et al.  Stress-Strain Behavior of High-Strength Concrete Confined by Ultra-High-and Normal-Strength Transverse Reinforcements , 2001 .

[11]  Prakash Desayi,et al.  Equation for stress-strain curve of concrete confined in circular steel spiral , 1978 .

[12]  K. M. El-Dash,et al.  A model for the stress-strain relationship of rectangular confined normal and high strength concrete columns , 1994 .

[13]  M. Priestley,et al.  Ductility of Square-Confined Concrete Columns , 1982 .

[14]  Jian Zhang,et al.  HYSTERETIC MODELS FOR REINFORCED CONCRETE COLUMNS CONSIDERING AXIAL-SHEAR-FLEXURAL INTERACTION , 2008 .

[15]  Shamim A. Sheikh,et al.  STRENGTH AND DUCTILITY OF TIED CONCRETE COLUMNS , 1980 .

[16]  F. E. Richart,et al.  A study of the failure of concrete under combined compressive stresses , 1928 .

[17]  John B. Mander,et al.  Observed Stress‐Strain Behavior of Confined Concrete , 1988 .

[18]  Murat Saatcioglu,et al.  Strength and Ductility of Confined Concrete , 1992 .

[19]  Shamim A. Sheikh,et al.  Flexural Behavior of Confined Concrete Columns , 1986 .