Elasto-plastic finite element analysis of reinforced concrete T-shaped column frame joint
PublisherUniversitat Politècnica de Catalunya. CIMNE
Rights accessOpen Access
By the integral finite element analysis of elasto-plastic constitutive relationship, the process of crack formation and development of the T-shaped frame joint in reinforced concrete and its stress distribution under monotonic and low-cycle repeated loading were studied . The nonlinear constitutive relation of concrete and the failure mechanism of T-shaped column joint were further discussed. The work of this paper provides a reference to the design and construction of T-shaped column joints.
CitationLiu, Y.; Ren, X.; Liu, H. Elasto-plastic finite element analysis of reinforced concrete T-shaped column frame joint. "Revista internacional de métodos numéricos para cálculo y diseño en ingeniería", 2019, vol. 35, núm. 1.