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Modeling of Precast Reinforced Concrete Beam-column Joints Under Cyclic Loading

Tarabia, Ahmed M. / Etman, Emad E. / Allam, Said M. / Aboelhassan, Mohamed G.

This paper aims to present a numerical nonlinear spring model able to simulate the cyclic behavior of the monolithic and the precast bolted reinforced concrete beam-column connections with the consideration of the concrete interface friction and the dowel action of reinforcing steel bars. The accuracy of this proposed model was verified by the comparison with some existing experimental test results. Generally, these comparisons showed good agreement and the model could simulate the cyclic performance of the tested specimens. Also, a study of the effect of increasing the area of shear reinforcement at the shear key zone was performed and discussed.

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Modeling of Precast Reinforced Concrete Beam-column Joints Under Cyclic Loading

Tarabia, Ahmed M. / Etman, Emad E. / Allam, Said M. / Aboelhassan, Mohamed G.

This paper aims to present a numerical nonlinear spring model able to simulate the cyclic behavior of the monolithic and the precast bolted reinforced concrete beam-column connections with the consideration of the concrete interface friction and the dowel action of reinforcing steel bars. The accuracy of this proposed model was verified by the comparison with some existing experimental test results. Generally, these comparisons showed good agreement and the model could simulate the cyclic performance of the tested specimens. Also, a study of the effect of increasing the area of shear reinforcement at the shear key zone was performed and discussed.

Modeling of Precast Reinforced Concrete Beam-column Joints Under Cyclic Loading

Tarabia, Ahmed M. / Etman, Emad E. / Allam, Said M. / Aboelhassan, Mohamed G.

This paper aims to present a numerical nonlinear spring model able to simulate the cyclic behavior of the monolithic and the precast bolted reinforced concrete beam-column connections with the consideration of the concrete interface friction and the dowel action of reinforcing steel bars. The accuracy of this proposed model was verified by the comparison with some existing experimental test results. Generally, these comparisons showed good agreement and the model could simulate the cyclic performance of the tested specimens. Also, a study of the effect of increasing the area of shear reinforcement at the shear key zone was performed and discussed.

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Title:

Modeling of Precast Reinforced Concrete Beam-column Joints Under Cyclic Loading

Contributors:

Tarabia, Ahmed M. (author) / Etman, Emad E. (author) / Allam, Said M. (author) / Aboelhassan, Mohamed G. (author)

Published in:

Journal of Earthquake Engineering ; 26 ; 7626-7655

Publication date:

2022-10-26

Size:

30 pages

ISSN:

1363-2469 , 1559-808X

DOI:

https://doi.org/10.1080/13632469.2021.1964651

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

Unknown

Keywords:

Finite-element , numerical modeling , precast concrete , reinforced concrete , beam-column joint , cyclic loading , exterior joint

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