Skip to main content
Top
Published in: Structural and Multidisciplinary Optimization 3/2014

01-03-2014 | Industrial Application

Optimum design of prestressed concrete beams using constrained differential evolution algorithm

Authors: Giuseppe Quaranta, Alessandra Fiore, Giuseppe Carlo Marano

Published in: Structural and Multidisciplinary Optimization | Issue 3/2014

Log in

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

This paper is concerned with the cost minimization of prestressed concrete beams using a special differential evolution-based technique. The optimum design is posed as single-objective optimization problem in presence of constraints formulated in accordance with the current European building code. The design variables include geometrical dimensions that define the shape of the cross section and the amount of prestressing steel. A special (μ + λ)-constrained differential evolution method is performed in order to solve the optimization problem. Its search mechanism depends on several mutation strategies whereas an archiving-based adaptive tradeoff model is in charge of selecting a specific constraint-handling technique. Finally, numerical examples are included to illustrate the application of the presented approach.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Literature
go back to reference Al-Gahtani AS, Al-Saadoun SS, Abul-Feilat EA (1995) Design optimization of continuosu partially prestressed concrete beams. Comput Struct 55(2):363–370 Al-Gahtani AS, Al-Saadoun SS, Abul-Feilat EA (1995) Design optimization of continuosu partially prestressed concrete beams. Comput Struct 55(2):363–370
go back to reference Aydn Z, Ayvaz Y (2010) Optimum topology and shape design of prestressed concrete bridge girders using a genetic algorithm. Struct Multidiscip Optim 41(1):151–162CrossRefMathSciNet Aydn Z, Ayvaz Y (2010) Optimum topology and shape design of prestressed concrete bridge girders using a genetic algorithm. Struct Multidiscip Optim 41(1):151–162CrossRefMathSciNet
go back to reference Barakat S, Kallas N, Taha MQ (2003) Single objective reliability-based optimization of prestressed concrete beams. Comput Struct 81(26–27):2501–2512CrossRef Barakat S, Kallas N, Taha MQ (2003) Single objective reliability-based optimization of prestressed concrete beams. Comput Struct 81(26–27):2501–2512CrossRef
go back to reference Barakat S, Bani-Hanib K, Taha MQ (2004) Multi-objective reliability-based optimization of prestressed concrete beams. Struct Saf 26(3):311–342CrossRef Barakat S, Bani-Hanib K, Taha MQ (2004) Multi-objective reliability-based optimization of prestressed concrete beams. Struct Saf 26(3):311–342CrossRef
go back to reference Chuanwen J, Bompard E (2005) A hybrid method of chaotic particle swarm optimization and linear interior for reactive power optimisation. Math Comput Simul 68(1):57–65CrossRefMATHMathSciNet Chuanwen J, Bompard E (2005) A hybrid method of chaotic particle swarm optimization and linear interior for reactive power optimisation. Math Comput Simul 68(1):57–65CrossRefMATHMathSciNet
go back to reference Coelho LS, Herrera BM (2007) Fuzzy identification based on a chaotic particle swarm optimization approach applied to a nonlinear Yo-yo motion system. Math Comput Simul 54(6):3234–3245 Coelho LS, Herrera BM (2007) Fuzzy identification based on a chaotic particle swarm optimization approach applied to a nonlinear Yo-yo motion system. Math Comput Simul 54(6):3234–3245
go back to reference Conn AR, Gould NIM, Toint PL (1991) A globally convergent augmented Lagrangian algorithm for optimization with general constraints and simple bounds. SIAM J Numer Anal 28(2):545–572CrossRefMATHMathSciNet Conn AR, Gould NIM, Toint PL (1991) A globally convergent augmented Lagrangian algorithm for optimization with general constraints and simple bounds. SIAM J Numer Anal 28(2):545–572CrossRefMATHMathSciNet
go back to reference El Semelawy M, Nassef AO, El Damatty AA (2012) Design of prestressed concrete flat slab using modern heuristic optimization techniques. Expert Syst Appl 39(5):5758–5766CrossRef El Semelawy M, Nassef AO, El Damatty AA (2012) Design of prestressed concrete flat slab using modern heuristic optimization techniques. Expert Syst Appl 39(5):5758–5766CrossRef
go back to reference European Committee for Standardisation (2004) Eurocode 2. Design of concrete structures-part 1-1: general rules and rules for buildings, EN 1992-1-1 European Committee for Standardisation (2004) Eurocode 2. Design of concrete structures-part 1-1: general rules and rules for buildings, EN 1992-1-1
go back to reference Fiore A, Monaco P, Raffaele D (2012) Viscoelastic behaviour of non-homogeneous variable-section beams with post-poned restraints. Comput Concr 9(5):375–392CrossRef Fiore A, Monaco P, Raffaele D (2012) Viscoelastic behaviour of non-homogeneous variable-section beams with post-poned restraints. Comput Concr 9(5):375–392CrossRef
go back to reference Fiore A, Foti D, Monaco P, Raffaele D, Uva G (2013) An approximate solution for the rheological behavior of non-homogeneous structures changing the structural system during the construction process. Eng Struct 46:631–642CrossRef Fiore A, Foti D, Monaco P, Raffaele D, Uva G (2013) An approximate solution for the rheological behavior of non-homogeneous structures changing the structural system during the construction process. Eng Struct 46:631–642CrossRef
go back to reference He S, Wu QH, Wen JY, Saunders JR, Paton RC (2004) A particle swarm optimizer with passive congregation. Biosystems 78(1–3):135–147CrossRef He S, Wu QH, Wen JY, Saunders JR, Paton RC (2004) A particle swarm optimizer with passive congregation. Biosystems 78(1–3):135–147CrossRef
go back to reference Jia G, Wang Y, Cai Z, Jin Y (2013) An improved (μ + λ)-constrained differential evolution for constrained optimization. Inf Sci 222(0):302–322CrossRefMathSciNet Jia G, Wang Y, Cai Z, Jin Y (2013) An improved (μ + λ)-constrained differential evolution for constrained optimization. Inf Sci 222(0):302–322CrossRefMathSciNet
go back to reference Marano GC, Quaranta G, Monti G (2011) Modified genetic algorithm for the dynamic identification of structural systems using incomplete measurements. Comput Aided Civ Infrastruct Eng 26(2):92–110CrossRef Marano GC, Quaranta G, Monti G (2011) Modified genetic algorithm for the dynamic identification of structural systems using incomplete measurements. Comput Aided Civ Infrastruct Eng 26(2):92–110CrossRef
go back to reference Marano GC, Quaranta G, Avakian J, Palmeri A (2013) Identification of passive devices for vibration control by evolutionary algorithms. In: Gandomi AH, Yang X, Talatahari S, Alavi A (eds) Metaheuristic application in structures and infrastructures. Elsevier Marano GC, Quaranta G, Avakian J, Palmeri A (2013) Identification of passive devices for vibration control by evolutionary algorithms. In: Gandomi AH, Yang X, Talatahari S, Alavi A (eds) Metaheuristic application in structures and infrastructures. Elsevier
go back to reference Martí JV, González-Vidosa F (2010) Design of prestressed concrete precast pedestrian bridges by heuristic optimization. Adv Eng Softw 41(7–8):916–922CrossRefMATH Martí JV, González-Vidosa F (2010) Design of prestressed concrete precast pedestrian bridges by heuristic optimization. Adv Eng Softw 41(7–8):916–922CrossRefMATH
go back to reference Monti G, Quaranta G, Marano GC (2010) Genetic-algorithm-based strategies for dynamic identification of nonlinear systems with noise corrupted response. ASCE J Comput Civ Eng 24(2):173–187CrossRef Monti G, Quaranta G, Marano GC (2010) Genetic-algorithm-based strategies for dynamic identification of nonlinear systems with noise corrupted response. ASCE J Comput Civ Eng 24(2):173–187CrossRef
go back to reference Ohkubo S, Dissanayake PBR, Taniwaki K (1998) An approach to multicriteria fuzzy optimization of a prestressed concrete bridge system considering cost and aesthetic feeling. Struct Optim 15(2):132–140CrossRef Ohkubo S, Dissanayake PBR, Taniwaki K (1998) An approach to multicriteria fuzzy optimization of a prestressed concrete bridge system considering cost and aesthetic feeling. Struct Optim 15(2):132–140CrossRef
go back to reference Quaranta G, Monti G, Marano GC (2010) Parameters identification of Van der Pol-Duffing oscillators via particle swarm optimization and differential evolution. Mech Syst Signal Process 24(7):2076–2095CrossRef Quaranta G, Monti G, Marano GC (2010) Parameters identification of Van der Pol-Duffing oscillators via particle swarm optimization and differential evolution. Mech Syst Signal Process 24(7):2076–2095CrossRef
go back to reference Quaranta G, Avakian J, Marano GC, Monti G (2011) Numerical and experimental assessment of various non-classical methods for parametric identification of nonlinear viscous dampers. In: Proceedings of the 3rd international conference on computational methods in structural dynamics and earthquake engineering (COMPDYN 2011), Corfu Quaranta G, Avakian J, Marano GC, Monti G (2011) Numerical and experimental assessment of various non-classical methods for parametric identification of nonlinear viscous dampers. In: Proceedings of the 3rd international conference on computational methods in structural dynamics and earthquake engineering (COMPDYN 2011), Corfu
Metadata
Title
Optimum design of prestressed concrete beams using constrained differential evolution algorithm
Authors
Giuseppe Quaranta
Alessandra Fiore
Giuseppe Carlo Marano
Publication date
01-03-2014
Publisher
Springer Berlin Heidelberg
Published in
Structural and Multidisciplinary Optimization / Issue 3/2014
Print ISSN: 1615-147X
Electronic ISSN: 1615-1488
DOI
https://doi.org/10.1007/s00158-013-0979-5

Other articles of this Issue 3/2014

Structural and Multidisciplinary Optimization 3/2014 Go to the issue

Premium Partners