Građevinar, Vol. 63 No. 01., 2011.
Prethodno priopćenje
Unique function for describing stress and strain behaviour of fire-affected concrete
Milan Blagojević
; Univerzitet u Nišu, Fakultet zaštite na radu
Dušica Pešić
; Univerzitet u Nišu, Fakultet zaštite na radu
Marina Mijalković
; Univerzitet u Nišu, Fakultet zaštite na radu
Srđan Glišović
; Gradjevinsko-arhitektonski fakultet, Niš
Sažetak
A unique analytic function for the approximation of EC2 curves describing dependence of stress and strain of concrete at fire-generated temperatures is presented n the paper. The proposed function enables generation of a family of curves differing only in the value of a single parameter - maximum temperature during fire. Numerical experiments demonstrating that fire behaviour of concrete can be described with a single function are presented, and directions for further study are proposed.
Ključne riječi
fire; concrete; stress; strain; temperature; EC2 curves; analytic function
Hrčak ID:
64221
URI
Datum izdavanja:
31.1.2011.
Posjeta: 2.073 *