Stress-Strain Relation Laws for Concrete and Steel Reinforcement Used in Non-Linear Static Analytical Studies of the Moment Resisting Reinforced Concrete (RC) Frame Models

Autor: Sococol Ion, Mihai Petru, Toma Ionuţ-Ovidiu, Olteanudonţov Ioana, Venghiac Vasile-Mircea
Jazyk: English<br />French
Rok vydání: 2021
Předmět:
Zdroj: Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section, Vol 67, Iss 1, Pp 17-29 (2021)
Druh dokumentu: article
ISSN: 2068-4762
DOI: 10.2478/bipca-2021-0002
Popis: Following the previous analytical studies performed with ATENA software for a series of RC moment resisting frame models, it were used in the pre-processing stage the stress-strain relation laws for concrete and steel reinforcement. These mathematical and graphical relations represent a necessity in the current conditions of numerical analysis and imply a correct knowledge of the deformation mode of the „reinforced concrete” which is a composite material. Thus, it is desired through this research paper the theoretical exposition of: equivalent uniaxial law for concrete, biaxial compressive failure and tensile failure consideration laws for concrete, bilinear with hardening law for steel reinforcement, cycling steel reinforcement model and steel reinforcement bond model. Finally, it will be possible to validate the correctness of the analytical RC frame systems through the experimental results of the optimal RC frame model after seismic platform testing.
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