Nonlinear concrete model for an internally confined hollow reinforced concrete column

A hollow reinforced concrete (RC) column has been used to obtain a more economical design by reduction of the material or the self weight of the column. Although a hollow RC column offers a high ef...

[1]  M. C. Natori,et al.  Numerical solution of large deformation problems involving stability and unilateral constraints , 1996 .

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

[3]  Mark A. Bradford,et al.  Elastic buckling of unilaterally constrained rectangular plates in pure shear , 1999 .

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

[5]  Herzl Chai,et al.  Contact buckling and postbuckling of thin rectangular plates , 2001 .

[6]  John Argyris,et al.  Nonlinear finite element analysis of elastic systems under nonconservative loading—natural formulation part II. Dynamic problems , 1981 .

[7]  E. Carnoy,et al.  Postbuckling analysis of elastic structures by the finite element method , 1980 .

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

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

[10]  Scott T Smith,et al.  Semi-compact steel plates with unilateral restraint subjected to bending, compression and shear , 1999 .

[11]  Young-Ho Lee,et al.  Stress–strain curve of laterally confined concrete , 2002 .

[12]  Shamim A. Sheikh,et al.  Analytical Model for Concrete Confinement in Tied Columns , 1982 .

[13]  I. N. Doudoumis,et al.  Elastic analysis and application tables of rectangular plates with unilateral contact support conditions , 2001 .

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

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

[16]  Arnold D. Kerr,et al.  The Linearization of the Prebuckling State and Its Effect on the Determined Instability Loads , 1969 .

[17]  Raphael T. Haftka,et al.  Adaption of Koiter's method to finite element analysis of snap-through buckling behavior† , 1971 .