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An Automated Algorithm for the Sectional Analysis of Reinforced and Prestressed Concrete Columns Cover

An Automated Algorithm for the Sectional Analysis of Reinforced and Prestressed Concrete Columns

By: B. Kovacs and  T.-N. Toader  
Open Access
|May 2022

References

  1. Aalami, B. O., 2014. Post-tensioned buildings. Design and construction. PT-Structures, USA, chapter 12 – Section design for bending.
  2. Abdelazim, W., 2020. Behavior of slender concrete columns reinforced with GFRP-bars and spirals under concentric and eccentric loads. PhD Thesis, Faculté de génie, Université de Sherbrooke, Sherbrooke (Québec) Canada.
  3. Abdelazim, W, Mohamed, H.M., Benmokrane, B., 2021. Proposed Flexural Stiffness of Slender Concrete Columns Reinforced with GFRP Bars. ACI Structural Journal, Vol. 118, No. 1, pp. 227-240.10.14359/51728183
  4. Agent, R., Bănuț, V., 1979. Calculul structurilor din beton armat cu stîlpi zvelți (Design of reinforced concrete structures with slender columns). Editura Tehnică, București.
  5. Bouzid, T., Demagh, K., 2011. Practical method for analysis and design of slender reinforced concrete columns subjected to biaxial bending and axial loads. Slovak Journal of Civil Engineering. Vol. XIX, 2011, No. 1, 24 – 32, DOI: 10.2478/v10189-011-0004-110.2478/v10189-011-0004-1
  6. CEN, 2004. Eurocode 2: Design of concrete structures, Part 1-1: General rules and rules for buildings. ASRO – versiune română (Romanian version), București.
  7. Chirițescu, M., Kiss, Z., Mureșan R.-M., 2013a. An experimental study on a series of three types of prestressed concrete columns. 13th International Scientific Conference VSU 2013, Sofia-Bulgaria.
  8. Chirițescu, M., Kiss, Z., Mureșan R.-M., 2013b. A finite element numerical simulation on different types of prestressed concrete columns. 13th International Scientific Conference VSU 2013, Sofia-Bulgaria.
  9. Chirițescu, M., 2016. Utilizarea precomprimării la elemente prefabricate lungi din beton, solicitate preponderent la compresiune cu încovoiere – Teză de doctorat (Use of prestressing on long precast concrete elements, mainly subjected to bending and axial compression – PhD Thesis). Universitatea Tehnică din Cluj-Napoca, Cluj-Napoca.
  10. Faur, A., Puskás, A., 2014. Moment plastic, moment ultim, moment capabil (Plastic bending moment, ultimate bending moment, design bending moment). U.T. Press, Cluj-Napoca.
  11. Faur, A., Puskás, A., 2016a. Plastic Moment Capacity Evaluation for Reinforced Concrete Frame Elements by Adopting the Proper Material Constitutive Laws. II International Conference on Concrete Sustainability ICCS16, Technical University Madrid, Madrid
  12. Faur, A., Puskás, A., 2016b. Simplifications for considering the contribution of the reinforcement in the compression zone for designing more efficient RC frame elements. II International Conference on Concrete Sustainability ICCS16, Technical University Madrid, Madrid
  13. Faur, A., Mircea, C., 2011a. Hybrid connections – the sustainable approach for prefabricated frame structures. Proceedings of Concrete Solutions, 4th International Conference on Concrete Repair, (Editors: Grantham, M., Mechtcherine, V., Schneck, U.) CRC Press, pp. 227-233.10.1201/b11570-33
  14. Faur, A., Mircea, C., 2011b. Research on Self-Centring Ability of Hybrid Frame Connections. IABSE-IASS Symposium 2011, Taller, Longer, Lighter – Meeting growing demand with limited resources, ISBN:978-0-7079-7122-3. https://structurae.net/en/literature/conference-paper/research-on-self-centring-ability-of-hybrid-frame-connections
  15. Faur, A., Mircea, C., Păstrav, M., 2012a. A modeling technique for precast concrete frames with hybrid connections, Acta Technica Napocensis: Civil Engineering & Architecture, Vol. 55, No. 3.
  16. Faur, A., Mircea, C., 2012b. Numerical investigation of the nonlinear cyclic behavior of special reinforcing bars for precast concrete frames with hybrid connections. Acta Technica Napocensis: Civil Engineering & Architecture, Vol. 55, No. 3.
  17. Itaya, R., 1965. Design and uses of prestressed concrete columns. PCI Journal, Vol. 10, No. 3, pp. 69-76, https://doi.org/10.15554/pcij.06011965.69.7610.15554/pcij.06011965.69.76
  18. Jenkins, R. W., Frosch, R. J., 2015. Improved procedures for the design of slender structural concrete columns. Purdue University, West Lafayette, Indiana, USA.
  19. fib Bulletin No. 65, 2012. Model Code 2012. First complete draft – Volume 1 (Convener: Joost C. Walraven). fib Fédération internationale du béton. ISBN 978-2-88394-105-2. doi.org/10.35789/fib.BULL.0065
  20. fib Bulletin No. 66, 2012. Model Code 2012. First complete draft – Volume 2 (Convener: Joost C. Walraven). fib Fédération internationale du béton. ISBN 978-2-88394-106-9. doi.org/10.35789/fib.BULL.0066
  21. Haavisto, J., Kerokoski, O., Laaksonent, A., 2019. Second-order analysis of prestressed concrete columns. fib Symposium in Krakow, Poland – 16th fib Proceedings, No. 47. Concrete Innovations in Materials, Design and Structures.
  22. Kiss, Z., Oneț, T., 2010. Proiectarea structurilor de beton după SR EN 1992-1, ediția a 2-a revizuită (Design of concrete structures according to SR EN 1992-1, 2nd Edition revised). Editura Abel, Cluj-Napoca.
  23. Nathan, N. D., 1983. Slenderness of Prestressed concrete columns. PCI Journal, Vol. 28, No. 2, pp. 50-77, https://doi.org/10.15554/pcij.03011983.50.7710.15554/pcij.03011983.50.77
  24. Ostertag, A., Toader, T. N., Bertsche, B., Sobek, W., 2019. System-Safety in the Application of Adaptive Load-Bearing Structures. Conference: 2019 Annual Reliability and Maintainability Symposium (RAMS), DOI: 10.1109/RAMS.2019.876900010.1109/RAMS.2019.8769000
  25. Puskás, A., Sándor, G. A., Karkiss, B., 2015. Proiectarea elementelor liniare din beton precomprimat (Design of prestressed concrete linear elements). U.T. Press, Cluj-Napoca, ISBN 978-606-737-075-1
  26. Rodriguez-Gutiérrez, J. A., Darío Aristizábal-Ochoa, J., 2011. A general analytical approach for prestressed and nonprestressed concrete beam-columns reinforced with bonded and unbonded composites: (i) Theory. Dyna, vol. 78, no. 168, pp.19-27, ISSN 0012-7353
  27. Șerdean, F. M., Moholea, I. F., Morariu-Gligor, R. M., 2021. Programare în limbajul MATLAB cu aplicaţii în inginerie mecanică. Volum 1 (MATLAB programming with mechanical engineering applications. Volume 1). U.T. Press, Cluj-Napoca.
  28. Tertea, I., 1981. Betonul precomprimat. Bazele proiectării (Prestressed concrete. Design fundamentals). Editura Tehnică, București.
  29. Tertea, I., Oneț, T., Viorel, G., Kiss, Z., Măgureanu, C., 1986. Proiectarea betonului precomprimat (Design of prestressed concrete). Institutul Politehnic Cluj-Napoca, Cluj-Napoca.
  30. Toader, T. N., Kiss, Z., 2014. Experimental tests on a precast concrete frame structure subjected to lateral loads. Bulletin of the Polytechnic Institute of Jassy, CONSTRUCTIONS. ARCHITECTURE Section, 54(3), pp. 109-120
  31. Toader, T. N., Kiss, Z., Țere, S.-G., Puskás, A., 2021. An analytical design approach for post-tensioned concrete slabs with unguided tendons. IOP Conf. Ser.: Mater. Sci. Eng., 1141 012013, doi:10.1088/1757-899X/1141/1/01201310.1088/1757-899X/1141/1/012013
  32. Toader, T.-N., Schmeer, D., Sobek W., 2019. Concept for an onshore tower structure made of UHPFRC segments for wind turbines. Acta Technica Napocensis: Civil Engineering & Architecture, Vol. 62, No.1.
  33. Spalding, G., 1954. The effect of prestress on elastic columns. Fritz engineering laboratory, Department of Civil Engineering and Mechanics, Lehigh University, Bethlehem. Pennsylvania, USA.
  34. Shuraim, A. B., Naaman, A. E., 2003. A New Design Methodology for the Ultimate Capacity of Slender Prestressed Concrete Columns. PCI Journal, Vol. 48, No. 1, pp. 64-80, https://doi.org/10.15554/pcij.01012003.64.8010.15554/pcij.01012003.64.80
Language: English
Page range: 61 - 70
Submitted on: Feb 19, 2022
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Accepted on: Mar 13, 2022
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Published on: May 19, 2022
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2022 B. Kovacs, T.-N. Toader, published by University of Oradea, Civil Engineering and Architecture Faculty
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.