×
Home Current Archive Editorial board
News Contact
Review paper

OPTIMAL STRUCTURAL DESIGN OF REINFORCED CONCRETE STRUCTURES – REVIEW OF EXISTING SOLUTIONS CONSIDERING APPLICABILITY ASPECT

By
Aleksandar Milajić ,
Aleksandar Milajić

Faculty of Construction Management, University UNION, Belgrade, Serbia

Goran Pejičić ,
Goran Pejičić

European University, Brcko, Bosnia and Herzegovina

Dejan Beljaković
Dejan Beljaković

Faculty of Construction Management, University UNION, Belgrade, Serbia

Abstract

During the past two decades, rapid advances in information technology have improved the accuracy and capabilities of optimization techniques. Unfortunately, great number of optimization methods in civil engineering has not found implementation in practice, mainly because the problems were treated only from mathematical point of view, disregarding applicability of obtained solutions in reality. Since the aim of any optimization method is developing methodology that would successfully imitate human reasoning, it is necessary to develop adequate approach that would obtain realistic and applicable solutions. This paper provides basic facts of the optimal reinforced structures design, problem classification, mathematic definition and applicability aspect, as well as preview of methods and references available in the literature.

References

1.
Steven G. Product and system optimization in engineering simulation.FENet Newsletter. 2003.
2.
Friel L. Optimum singly reinforced concrete sections. ACI J. 1974;71(11):556–8.
3.
Chou T. Optimum reinforced concrete T-beam sections. J Struct Div. 1977;103(8):1605–17.
4.
Kirsch U. Multilevel optimum design of reinforced concrete structures. Eng Optimiz. 1983;6(4):207–12.
5.
Lakshmanan N, Parameswaran VS. Minimum weight design of reinforced concrete sections for flexure. IE (I) J. 1985;66:92–8.
6.
Prakash A, Agarwala SK, Singh KK. Optimum design of reinforced concrete sections. Comput Struct. 1988;30(4):1009–11.
7.
Kanagasundram S, Karihaloo BL. Minimum cost design of reinforced concrete structures. Comput Struct. 1991;41(6):1357–64.
8.
Kanagasundram S, Karihaloo BL. Minimum cost reinforced concrete beams and columns. Comput Struct. 1941;41(3):509–18.
9.
Chakrabarty BK. Models for optimal design of reinforced concrete beams. Comput Struct. 1992;42(3):447–51.
10.
Chakrabarty BK. A model for optimal design of reinforced concrete beam. J Struct Eng ASCE. 1992;118(11):3238–42.
11.
Al-Salloum YA, Siddiqi GH. Cost optimum design of reinforced concrete beams. ACI Struct J. 1994;91(6):647–55.
12.
Coello Coello CA, Christiansen AD, F SH. A simple genetic algorithm for the design of reinforced concrete beams. Eng Comput. 1997;13:185–96.
13.
Sarma KC, Adeli H. Cost optimization of concrete structures. ASCE J Struct Eng. 1998;124(5):570–8.
14.
Koumousis VK, Arsenis SJ. Genetic algorithms in optimal detailed design of reinforced concrete members. Comput Aided Civil Infra-struct Eng. 1998;13:43–52.
15.
Govindaraj V, Ramasamy JV. Optimum detailed design of reinforced concrete continuous beams using genetic algorithms. Comput Struct. 2005;84:34–48.
16.
Govindaraj V, Ramasmy JV. Optimum detailed design of reinforced concrete frames using genetic algorithms. Eng. 2007;Optim.,39(4):471-494.
17.
Milajić A, Beljaković D, Pejičić G. Optimal reinforcedconcrete beams designusing hybrid GATABUalgorithm. Technics Technologies Education Management. 2013;8(2):533 540.
18.
Rajeev S, Krishnamoorthy CS. Genetic algorithm-based methodology for design optimization of reinforced concrete frames. Computer-Aided Civil Infrastruct Eng. 1998;13:63–74.
19.
Matouš K, Lepš M, Zeman J, Šejnoha M. Applying genetic algorithms to selected topics Engineering. 2000;190(13–14):1629–50.
20.
Lepš MAŠ, M. New approach to optimization of reinforced concrete beams. Computers & Structures. 2003;81(18–19):1957–66.
21.
Camp CV, Pezeshk S, Hansson H. Flexural design of reinforced concrete frames using a genetic algorithm. J Struct Eng. 2003;129:105–15.
22.
Lee C, Ahn J. Flexural design of reinforced concrete frames by genetic algorithm. J Struct Eng. 2003;129:762–74.
23.
Ferreira CC, Barros MHFM, Barros AFM. Optimal design of reinforced concrete T-sections in bending. Eng Struct. 2003;25(7):951–64.
24.
Praščević Ž. Binary genetic algorithms for the system optimisation. Izgradnja. 2004;58(3–4):55–68.
25.
Yokota T, Wada S, Taguchi T, Gen M. GA-based Method for a Single Reinforced Concrete Beam Optimal T Cross Section Design Problem Using the Ultimate Strength. In: Proceedings of the Fifth Asia Pacific Industrial Engineering and Management Systems Conference 2004, CD-rom. 2004. p. 32 10 1-32 10 9.
26.
MBarros MHFM, Martins RAF, Barros AFM. Cost optimization of singly and doubly reinforced concrete beams with EC2-2001. Structural and Multidisciplinary Optimization. 2001;30:236-242.
27.
Sahab MG, Ashour AF, Toropov VV. A hybrid genetic algorithm for reinforced concrete flat slab buildings. Comput Struct. 2005;83:551–9.
28.
Sahab MG, Ashour AF, Toropov VV. Cost optimization of reinforced concrete flat slab buildings. Eng Struct. 2005;27:313–22.
29.
Guerra A, Kiousis P. Design optimization of reinforced concrete structures. Computers and Concrete. 2006;3(5):313–34.
30.
Kwak HG, Kim J. Optimum design of reinforced concrete plane frames based on predetermined section database. Comput Aided Design. 2008;40(3):396–408.
31.
Kwak HG, Kim J. An integrated genetic algorithm complemented with direct search for optimum design of RC frames. Comput Aided Design. 2009;41:490–500.
32.
Perera R, Vique J. Strut-and-tie modelling of reinforced concrete beams using genetic algorithms optimization. Constr Build Mater. 2009;23:2914–25.
33.
Alqedra MA, Mohammed I. Optimum Cost of Prestressed and Reinforced Concrete Beams using Genetic Algorithms. Journal of Artificial Intelligence. 2011;4:76–88.
34.
Kaveh A, Sabzi O. A comparative study of two meta-heuristic algorithms for optimum design of reinforced concrete framesInternational. Journal of Civil Engineering. 2011;9(3):193–206.
35.
Optimal design of rectangular RC sections for ultimate bending strength. Structural and Multidisciplinary Optimization. 2012;45:845-860.
36.
Bekdas G, Nigdeli SM. Cost Optimization of T-shaped Reinforced Concrete Beams under Flexural Effect According to ACI 318. In: Proceedings of the 3rd European Conference of Civil Engineering (ECCIE. 2012. p. 122–6.
37.
Jahjouh MM, Arafa MH, Alqedra MA. Artificial Bee Colony (ABC) algorithm in the design optimization of RC continuous beams. Structural and Multidisciplinary Optimization. 2013;47(6):963–79.
38.
Yousif ST, Najem RM. Optimum cost design of reinforced concrete continuous beams using Genetic Algorithms. Int Journal of Applied Sciences and Engineering Research. 201AD;2(1):79-92,.

Citation

This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. 

Article metrics

Google scholar: See link

The statements, opinions and data contained in the journal are solely those of the individual authors and contributors and not of the publisher and the editor(s). We stay neutral with regard to jurisdictional claims in published maps and institutional affiliations.