Fracture and Structural Integrity e-ISSN 1971-8993 Open access
SI: Structural Integrity and Safety: Experimental and Numerical Perspectives Vol. 13, No. 50 (2019)

Behavior of precast reinforced concrete columns subjected to monotonic short-term loading

Author and affiliation details
DOI
10.3221/IGF-ESIS.50.20
Pages
242-250
Published

Abstract

This paper presents a case study on the behavior of precast reinforced columns with non-conventional cross-section. An experimental program was developed to verify the serviceability and ultimate limit states of these columns, loaded with eccentric compression forces. In addition, results obtained through a theoretical model based on the Brazilian standard ABNT NBR 6118:2014 and a Finite Element numerical model using ANSYS software were presented. Analysis of the results showed that the proposed models satisfactorily predicted column behavior. However, the ultimate strength of the column could not be determined due to limitations in the formulation of the theoretical model. The numerical model presented good agreement with the experimental results, both in serviceability and in ultimate limit state.

Keywords

Article history

  1. ReceivedUntil the next stage: 39 days
  2. Revision requestedUntil the next stage: 1 day
  3. RevisedUntil the next stage: 0 days
  4. AcceptedUntil the next stage: 1 day
  5. Published

How to cite

APA

Pereira, S. S. R., Carvalho, H., Dias, J. V. F., Verga Mendes, V. R., & Montenegro, P. A. (2019). Behavior of precast reinforced concrete columns subjected to monotonic short-term loading. Fracture and Structural Integrity, 13(50), 242–250. https://doi.org/10.3221/IGF-ESIS.50.20

IEEE

S. S. R. Pereira, H. Carvalho, J. V. F. Dias, V. R. Verga Mendes, and P. A. Montenegro, “Behavior of precast reinforced concrete columns subjected to monotonic short-term loading,” Fracture and Structural Integrity, vol. 13, no. 50, pp. 242–250, 2019, doi: 10.3221/IGF-ESIS.50.20.

MLA

Pereira, Sebastião Salvador Real, et al. “Behavior of precast reinforced concrete columns subjected to monotonic short-term loading.” Fracture and Structural Integrity, vol. 13, no. 50, 2019, pp. 242–250. https://doi.org/10.3221/IGF-ESIS.50.20.

Chicago

Pereira, Sebastião Salvador Real, Hermes Carvalho, João Victor Fragoso Dias, Victor Roberto Verga Mendes, and Pedro Aires Montenegro. 2019. “Behavior of precast reinforced concrete columns subjected to monotonic short-term loading.” Fracture and Structural Integrity 13 (50): 242–250. https://doi.org/10.3221/IGF-ESIS.50.20.

Harvard

Pereira, S.S.R., Carvalho, H., Dias, J.V.F., Verga Mendes, V.R. and Montenegro, P.A. (2019) ‘Behavior of precast reinforced concrete columns subjected to monotonic short-term loading’, Fracture and Structural Integrity, 13(50), pp. 242–250. doi: 10.3221/IGF-ESIS.50.20.

Vancouver

Pereira SSR, Carvalho H, Dias JVF, Verga Mendes VR, Montenegro PA. Behavior of precast reinforced concrete columns subjected to monotonic short-term loading. Fracture and Structural Integrity. 2019;13(50):242-250. doi:10.3221/IGF-ESIS.50.20

BibTeX

@article{pereira2019, author = {Pereira, Sebastião Salvador Real and Carvalho, Hermes and Dias, João Victor Fragoso and Verga Mendes, Victor Roberto and Montenegro, Pedro Aires}, title = {Behavior of precast reinforced concrete columns subjected to monotonic short-term loading}, journal = {Fracture and Structural Integrity}, year = {2019}, volume = {13}, number = {50}, pages = {242--250}, doi = {10.3221/IGF-ESIS.50.20}, url = {https://doi.org/10.3221/IGF-ESIS.50.20}, issn = {1971-8993} }

RIS

TY - JOUR AU - Pereira, Sebastião Salvador Real AU - Carvalho, Hermes AU - Dias, João Victor Fragoso AU - Verga Mendes, Victor Roberto AU - Montenegro, Pedro Aires TI - Behavior of precast reinforced concrete columns subjected to monotonic short-term loading JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2019 DA - 2019/09/04 VL - 13 IS - 50 SP - 242 EP - 250 DO - 10.3221/IGF-ESIS.50.20 UR - https://doi.org/10.3221/IGF-ESIS.50.20 SN - 1971-8993 ER -

Licence

Copyright © 2019 Sebastião Salvador Real Pereira, Hermes Carvalho, João Victor Fragoso Dias, Victor Roberto Verga Mendes, Pedro Aires Montenegro.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

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