Finite Element Method Analysis Applied to the Study of a Corner Joint in Reinforced Concrete Structures
Guillaume Hervé Poh’sie1, Davy Marcel Bile Bile Abessolo2, Giuseppe Cardillo3, Carmelo Majorana4
1Dr. Eng. Guillaume Hervé POH’SIE*, Assistant Lecturer, Department of Mechanical Engineering, Structural Civil Engineer, College of Technology, University of Buea, Cameroon.
2Eng. Davy Marcel Bile Bile Abessolo, Structural Civil Engineer, National Advanced School of Public Works of Yaounde, Cameroon.
3Eng. Giuseppe Cardillo, Assistant Professor of Structural Mechanics, University of Padua, Italy.
4Prof. Carmelo Majorana, Professor, Structural Mechanics and Engineering, University of Padua, Italy.
Manuscript received on July 11, 2021. | Revised Manuscript received on July 29, 2021. | Manuscript published on August 30, 2021. | PP: 1-17 | Volume-7, Issue-3, August 2021. | Retrieval Number: 100.1/ijisme.C1288077321 | DOI: 10.35940/ijisme.C1288.087321
Open Access | Ethics and Policies | Cite | Mendeley
© The Authors. Published By: Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: The principal objective for this work was to extend the field of application of FEM to space frame beam-column connections under static loading and with lateral displacements. A four-storey building was modelled under static load condition. Horizontal and vertical structural elements were designed according to Eurocode 2. In order to understand the behavior of the external node made by under column, two beam and upper column, two models using correct boundary condition and nonlinear behavior of materials have been done using Abaqus Software The analysis was performed on an interior and an exterior joint models each in two conditions: unconfined and confined joint varying the distributions of number of stirrups for the beam reinforcement and the column reinforcement .A sup structural model to submit to numerical analysis have been performed, the Concrete Damage Plasticity model (CDPM) has been chosen for fit the nonlinear behavior for the concrete and the elastoplastic model has been adopted for the nonlinear behavior for the reinforcement (stirrups, longitudinal and vertical bars). The models were then verified against already existing and validated analytical results and results of experiments conducted on specimens
Keywords: Finite Element Method, joints, Reinforced concrete structures, Ductility.