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Computers and Concrete Volume 31, Number 1, January 2023 , pages 53-69 DOI: https://doi.org/10.12989/cac.2023.31.1.053 |
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Nonlinear finite element model of the beam-to-column connection for precast concrete frames with high ratio of the continuity tie bars |
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Sérgio A. Coelho and Daniel L. Araújo
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| Abstract | ||
| The rotational stiffness of a semi-rigid beam-to-column connection plays an important role in the reduction of the second-order effects in the precast concrete skeletal frames. The aim of this study is to present a detailed nonlinear finite element study to reproduce the experimental response of a semi-rigid precast beam-to-column connection composed by corbel, dowel bar and continuity tie bars available in the literature. A parametric study was carried using four arrangements of the reinforcing tie bars in the connection, including high ratio of the continuity tie bars passing around the column in the cast-in-place concrete. The results from the parametric study were compared to analytical equations proposed to evaluate the secant rotational stiffness of beam-to-column connections. The good agreement with the experimental results was obtained, demonstrating that the finite element model can accurately predict the structural behaviour of the beam-to-column connection despite its complex geometric configuration. The secant rotational stiffness of the connection was good evaluated by the analytical model available in the literature for ratio of the continuity tie bars of up to 0.69%. Precast beam-to-column connection with a ratio of the continuity tie bars higher than 1.4% had the secant stiffness overestimated. Therefore, an adjustment coefficient for the effective depth of the crack at the end of the beam was proposed for the analytical model, which is a function of the ratio of the continuity tie bars. | ||
| Key Words | ||
| beam-to-column connection; computational modelling; design method; precast concrete; semi-rigid | ||
| Address | ||
| Sérgio A. Coelho: Instituto Federal de Goiás-Câmpus Goiânia, Rua 75, no 46, Centro, Goiânia/GO, CEP: 74055-110, Brazil Daniel L. Araújo: Escola de Engenharia Civil e Ambiental, Universidade Federal de Goiás, Rua Universitária, no 1488, Qd 86, Setor Universitário, Goiânia/GO, CEP: 74605-220, Brazil | ||