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
%0 Journal Article
%1 noauthororeditor
%A Poh’sie, Guillaume Hervé
%A Abessolo, Davy Marcel Bile Bile
%A Cardillo, Giuseppe
%A Majorana, Carmelo
%D 2021
%E Kumar, Dr. Shiv
%J International Journal of Innovative Science and Modern Engineering (IJISME
%K Isolated footing foundation interaction raft settlement soil-structure spring stiffness tied
%N 3
%P 1-17
%R 10.35940/ijisme.C1288.087321
%T Finite Element Method Analysis Applied to the Study of a Corner Joint in Reinforced Concrete Structures
%U https://www.ijisme.org/wp-content/uploads/papers/v7i3/C1288077321.pdf
%V 7
%X 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
@article{noauthororeditor,
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},
added-at = {2021-08-27T13:40:09.000+0200},
author = {Poh’sie, Guillaume Hervé and Abessolo, Davy Marcel Bile Bile and Cardillo, Giuseppe and Majorana, Carmelo},
biburl = {https://www.bibsonomy.org/bibtex/2d0291293a2d80ebe2232a292eef6d87b/ijisme_beiesp},
doi = {10.35940/ijisme.C1288.087321},
editor = {Kumar, Dr. Shiv},
interhash = {ee7fca6d9db3cc19e7bcc21250ab481e},
intrahash = {d0291293a2d80ebe2232a292eef6d87b},
issn = {2319-6386},
journal = {International Journal of Innovative Science and Modern Engineering (IJISME},
keywords = {Isolated footing foundation interaction raft settlement soil-structure spring stiffness tied},
language = {En},
month = {August},
number = 3,
pages = {1-17},
timestamp = {2021-08-27T13:40:09.000+0200},
title = {Finite Element Method Analysis Applied to the Study of a Corner Joint in Reinforced Concrete Structures},
url = {https://www.ijisme.org/wp-content/uploads/papers/v7i3/C1288077321.pdf},
volume = 7,
year = 2021
}