Optimal design of reinforced concrete beams and frames

Authors

  • Andrzej Garstecki Poznań University of Technology
    Poland
  • Adam Glema Poznań University of Technology
    Poland
  • Jacek Ścigałło Poznań University of Technology
    Poland

Abstract

Rectangular cross-sections of reinforced concrete beams and columns with nonsymmetric reinforcement are considered in the paper. The objective function represents the total cost of concrete, steel and formwork. Several dimensional and behavioral constraints (bearing capacity, cracking, deflection) are allowed for. The problem was formulated in general form so that introduction of specific regulations following from national codes is possible. The computer program for optimal design of beams and frames loaded in-plane has been developed. The numerical examples were computed taking into account the rules of Polish Design Code.

References

[1] A. Gawęcki. Rational design of post tension beams. Archives of Civil Engineering, 11: 503-537, 1965.
[2] W. Booz. Zweistufenoptimierung von Stahlbetontragwerken mit Hilfe der sequentiellen quadratischen Programierung. Dissertation am Fachbereich Bauwesen, Universitiit Essen, 1985.
[3] A. Prakash, S.K Agarwala, KK Singh. Optimum design ofreinforced concrete sections. Computers & Structures, 30: 1009-1011, 1988.
[4] Y.Gholipour. Dimensionnement optimal des structures. These de doctor at en sciences appliquees de l'Universite de Mons, 1990.
[5] S. Kanagasundaram, B.L. Karihaloo. Minimum cost design of reinforced concrete structures. Structural Optimization, 2: 173- 184, 1990.

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Published

2023-07-13

Issue

pp. 223-231

Section

Articles

How to Cite

Garstecki, A., Glema, A., & Ścigałło, J. (2023). Optimal design of reinforced concrete beams and frames. Computer Assisted Methods in Engineering and Science, 3(3), 223-231. https://cames3.ippt.pan.pl/index.php/cames/article/view/1443