<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>This study investigates nonlinear modeling and verification of a reinforced concrete element using the fiber section method. At first, the theory related to the fiber section approach and hysteresis models used for cyclic analysis is given. Then, a reinforced concrete column tested previously in the literature is modeled and simulation results are compared with the test results. An acceptable approximation is made utilizing only a few input parameters: Uniaxial stress-strain curves of the materials, location and length of the plastic hinge, and geometry of the model. Moreover, the axial force-moments interaction curve from Eurocode is compared with the one obtained from the nonlinear model. It is shown that by conducting nonlinear analysis a larger capacity of the element is considered which results in a more realistic and economic design.</p>
</abstract>

This study investigates nonlinear modeling and verification of a reinforced concrete element using the fiber section method. At first, the theory related to the fiber section approach and hysteresis models used for cyclic analysis is given. Then, a reinforced concrete column tested previously in the literature is modeled and simulation results are compared with the test results. An acceptable approximation is made utilizing only a few input parameters: Uniaxial stress-strain curves of the materials, location and length of the plastic hinge, and geometry of the model. Moreover, the axial force-moments interaction curve from Eurocode is compared with the one obtained from the nonlinear model. It is shown that by conducting nonlinear analysis a larger capacity of the element is considered which results in a more realistic and economic design.

Nonlinear Cyclic Analysis of Reinforced Concrete Columns Using Fiber Section Approach

Doctoral Researcher, Faculty of Built Environment

Nordic Concrete Research

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

This study investigates nonlinear modeling and verification of a reinforced concrete element using the fiber section method. At first, the theory related to...

Nonlinear Cyclic Analysis of Reinforced Concrete Columns Using Fiber Section Approach

Publicado en línea: 11 jul 2022

Páginas: 55 - 71

Recibido: 30 mar 2022

Aceptado: 08 jun 2022

DOI: https://doi.org/10.2478/ncr-2022-0002

Palabras clave
Column, Fiber section, Nonlinear analysis, Reinforced concrete, Time history analysis

© 2022 Ali Vatanshenas, published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Nonlinear Cyclic Analysis of Reinforced Concrete Columns Using Fiber Section Approach

Publicado en línea: 11 jul 2022

Páginas: 55 - 71

Recibido: 30 mar 2022

Aceptado: 08 jun 2022

DOI: https://doi.org/10.2478/ncr-2022-0002

Palabras claveColumn, Fiber section, Nonlinear analysis, Reinforced concrete, Time history analysis

© 2022 Ali Vatanshenas, published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Palabras clave
Column, Fiber section, Nonlinear analysis, Reinforced concrete, Time history analysis