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. American concrete institute, с. 59-70.
Partov D, Kantchev V. Gardner and Lockman Model in Creep Analysis of Composite Steel-Concrete Sections. American concrete institute; 2014. p. с. 59-70.
