Numerical Simulation of Steel Reinforced Concrete (SRC) Joints

• Published in: Metals (Basel ) 2019-02, Vol.9 (2), p.131
• Main Authors: Montava, Isaac, Irles, Ramon, Segura, Jorge, Gadea, Jose, Juliá, Ernesto
• Format: Article
• Language: English
• Subjects: Computer simulation; Concrete; Ductility; Earthquakes; Finite element analysis; Finite element method; Geometry; joint; Load; Mathematical models; moment-curvature; Moment-curvature diagrams; Nonlinear analysis; Numerical models; numerical simulation; post-critical; Reinforced concrete; reinforcement; Reinforcing steels; Simulation; steel-reinforced concrete; Structural members; Three dimensional models; Yield stress
• ISSN: 2075-4701; 2075-4701
• DOI: 10.3390/met9020131

This paper presents a three-dimensional finite element model to confirm experimental tests carried out on steel reinforced concrete joints. The nonlinear behavior of this concrete is simulated, along with its reduced capability to resist large displacements in compression. The aim was to obtain the plastic behavior of reinforced concrete beams with a numerical model in the same way as obtained experimentally, in which the reduction of strength in the post-critical stage was considered to simulate behavior until structures collapsed. To do this, a nonlinear calculation was necessary to simulate the behavior of each material. Three numerical models provide a moment–curvature graph of the cross-section until collapse. Simulation of the structural elements is a powerful tool that avoids having to carry out expensive experimental tests. From the experimental results a finite element model is simulated for the non-linear analysis of steel reinforced concrete joints. It is possible to simulate the decreasing stress behavior of the concrete until reaching considerable displacement. A new procedure is discussed to capture the moment-curvature diagram. This diagram can be used in a simplified frame analysis, considering post-critical behavior for future research.