The paper presents an analysis of the stress and deflections changes due to creep in statically determinate composite steel-concrete beams. The mathematical model involves the equation of equilibrium, compatibility, and constitutive relationship, that is, an elastic law for the steel part and an integral-type creep law of Boltzmann-Volterra for the concrete part.
Partov, D., Kantchev, V. Gardner and Lockman Model in Creep Analysis of Composite Steel-Concrete Sections,
American concrete institute, 2014, с. 59-70.
Partov, D., Kantchev, V. .
Gardner and Lockman Model in Creep Analysis of Composite Steel-Concrete Sections.
: American concrete institute, 2014, с. 59-70.
Partov, D., Kantchev, V. (2014)
Gardner and Lockman Model in Creep Analysis of Composite Steel-Concrete Sections,
: American concrete institute, с. 59-70
Partov, D., & Kantchev, V.
(2014).
Gardner and Lockman Model in Creep Analysis of Composite Steel-Concrete Sections. ACI Structural journal. American concrete institute 111 (1), с. 59-70.
