Research Articles | Challenge Journal of Concrete Research Letters

Optimization of reinforced concrete beam using hybrid algorithms with multi-objective function as CO2 emission and cost

Muhammed Çoşut, Gebrail Bekdaş, Sinan Melih Nigdeli


DOI: https://doi.org/10.20528/cjcrl.2023.04.001
View Counter: Abstract | 918 times | ‒ Full Article | 523 times |

Full Text:

PDF

Abstract


In this study, algorithms with two objective functions are defined considering the TS500 (2000) (Reinforced concrete structures design and construction rules) and TBDY (2018) (Turkey Building Earthquake Regulation) standards for rectangular beam design. These objective functions were determined as CO2 emission and cost. Optimizations were performed in MATLAB program using the Hybrid Algorithm of Teaching-Learning Based Optimization and Jaya Algorithm. In the case of using two objective functions, cases were created by multiplying the coefficient values found in the objective function according to the formula with the cost and CO2 emission values at different rates in order to prevent CO2 emission which is one of the biggest problems for the world. In the objective function, each rate used for CO2 and cost is implemented in a manner that increases or diminishes the impact of these values. In this way, comparisons were made between the cross-section dimensions to be formed according to not only impact rates but also the reinforcement area to be used, the CO2 emission and cost values that will arise as a result of these. Impact rates are related to cost and CO2 rate in the objective function, and the total rate is chosen as 1. Impact rates for cost are chosen as 0.1, 0.3 along with 0.5, and comparisons between the results are checked.  In addition, recyclable and non-recyclable steel with different properties were used in separate analyses and the values were compared. Since the CO2 rate released by the non-recyclable steel is very high compared to the recyclable steel, the results show that the CO2 emission value is higher and this causes the objective function value to increase.


Keywords


multi-objective optimization; CO2 emission; cost optimization; hybrid algorithm; beam design

References


Abubakar J, Benedict ANUM, Iaren C (2021). Design optimization of rectangular RC beams using genetic algorithm. Usak University Journal of Engineering Sciences, 4(2), 66-78.

Afshari A, Hare W, Tesfamariam S (2019). Constrained multi-objective optimization algorithms: Review and comparison with application in reinforced concrete structures. Applied Soft Computing, 83, 105631.

Aydın Y, Bekdaş G, Nigdeli SM, Işıkdağ Ü, Geem ZW (2023). Comparison of Multilayer Perceptron and Other Methods for Prediction of Sustainable Optimum Design of Reinforced Concrete Columns. In: Hybrid Metaheuristics in Structural Engineering: Including Machine Learning Applications (pp. 235-263). Cham: Springer Nature Switzerland.

Aydoğdu İ (2017). Comparison of metaheuristics on multi-objective (cost&C02) optimization of RC cantilever retaining walls. Pamukkale University Journal of Engineering Sciences, 23(3), 221-231.

Bekdaş G, Niğdeli SM, Yücel M, Kayabekir AE (2021). Yapay Zeka Optimizasyon Algoritmaları ve Mühendislik Uygulamaları. 1st ed., Seçkin Yayıncılık, Ankara, Türkiye.

Cakiroglu C, Bekdaş G (2022). Optimization of axial load carrying capacity of CFST stub columns. Challenge Journal of Concrete Research Letters, 13(1), 1-4.

Cakiroglu C, Islam K, Bekdaş G, Billah M (2021a). CO2 emission and cost optimization of concrete-filled steel tubular (CFST) columns using metaheuristic algorithms. Sustainability, 13, 8092.

Cakiroglu C, Islam K, Bekdaş G, Kim S, Geem ZW (2021b). CO2 emission optimization of concrete-filled steel tubular rectangular stub columns using metaheuristic algorithms. Sustainability, 13, 10981.

Cakiroglu C, Islam K, Bekdaş G (2023a). Manta Ray Foraging and Jaya Hybrid Optimization of Concrete Filled Steel Tubular Stub Columns Based on CO2 Emission. In: Hybrid Metaheuristics in Structural Engineering: Including Machine Learning Applications (pp. 111-125). Cham: Springer Nature Switzerland.

Cakiroglu C, Islam K, Bekdaş G, Nehdi ML (2023b). Data-driven ensemble learning approach for the optimal design of cantilever soldier pile retaining walls. Structures, 51, 1268-1280.

Camp CV, Assadollahi A (2015). CO2 and cost optimization of reinforced concrete footings subjected to uniaxial uplift. Journal of Building Engineering, 1(3), 171-83.

Çoşut M, Bekdaş G, Niğdeli SM (2023). Comparison of different regulations and metaheuristic algorithms in beam design. International Journal of Engineering and Applied Sciences, 15(1), 1-18.

Csébfalvi A (2009). A hybrid meta-heuristic method for continuous engineering optimization. Periodica Polytechnica, 53(2), 93-100.

Doğangün A (2019). Betonarme Yapıların Hesap ve Tasarımı. 16th ed., Birsen Yayınevi, İstanbul, Türkiye.

Habert G, Roussel N (2009). Study of two concrete mix-design strategies to reach carbon mitigation objectives. Cement and Concrete Composites, 31(6), 397-402.

Joyner MD, Gardner C, Puentes B, Sasani M (2021). Resilience-based seismic design of buildings through multi-objective optimization. Engineering Structures, 246, 113024.

Kara G, İbiç A, Yağcıoğlu E (2018). Çimento sektöründen kaynaklanan sera gazı emisyonları. Ulusal Çevre Bilimleri Araştırma Dergisi. 1(2), 87-90.

Kayabekir AE, Arama ZA, Bekdaş G, Nigdeli SM, Geem ZW (2020.) Eco-friendly design of reinforced concrete retaining walls: Multi-objective optimization with harmony search applications. Sustainability, 12(15), 6087.

Khajehzadeh M (2016). A new hybrid algorithm for CO2 emissions optimization of retaining walls. International Journal of Advances in Mechanical and Civil Engineering, 3(1), 7-11.

Lepš M, Šejnoha M (2003). New approach to optimization of reinforced concrete beams. Computers & structures. 81(18-19), 1957-1966.

Li ZG (2011). Development and application of eco-friendly concrete. Advanced Materials Research, 250, 3827-3836. Trans Tech Publications Ltd.

Martínez-Iranzo M, Herrero JM, Sanchis J, Blasco X, García-Nieto S (2009). Applied pareto multi-objective optimization by stochastic solvers. Engineering Applications of Artificial Intelligence, 22(3), 455-465.

Medeiros GF, Kripka M (2012). Harmony search algorithm applied to the optimization of reinforced concrete columns. Proceedings of the International Conference on Engineering Optimization, Rio de Janeiro, Brazil.

Ngatchou P, Zarei A, El-Sharkawi A (2005). Pareto multi-objective optimization. Proceedings of the 13th International Conference on Intelligent Systems Application to Power Systems, 84-91.

Ocak A, Nigdeli SM, Bekdaş G, Işıkdağ Ü (2023). Machine learning application of structural engineering problems. In: Hybrid Metaheuristics in Structural Engineering: Including Machine Learning Applications (pp. 179-198). Cham: Springer Nature Switzerland.

Paya-Zaforteza I, Yepes V, Hospitaler A, Gonzalez-Vidosa F (2009). CO2-optimization of reinforced concrete frames by simulated annealing. Engineering Structures, 31(7), 1501-1508.

Rao RV (2011). Teaching-learning based optimization: A novel method for constrained mechanical design optimization problems. Computer-Aided Design, 43, 303-315.

Rao RV (2016). Jaya: A simple and new optimization algorithm for solving constrained and unconstrained optimization problems. International Journal of Industrial Engineering Computations, 7, 19-34.

TBDY (2018). Türkiye Bina Deprem Yönetmeliği. Afet ve Acil Durum Yönetimi Başkanlığı, Ankara, Türkiye.

Temur R (2021). Optimum design of cantilever retaining walls under seismic loads using a hybrid TLBO algorithm. Geomechanics and Engineering, 24, 237-251.

TS 500 (2000). Betonarme Yapıların Tasarım ve Yapım Kuralları (Requirements for Design and Construction of Reinforced Concrete Structures). Turkish Standards Institute, Ankara, Türkiye.

URL-1 (2023). https://ourworldindata.org/co2-emissions, last accessed 2023/05/01.

Yang XS (2012). Flower pollination Algorithm for Global Optimization. UCNC, 240-249.

Yang XS, Gandomi AH (2014). Bat Algorithm: A novel approach for global engineering optimization. Engineering Computations, 29(5), 464-483.

Yeo D, Potra F, A (2015). Sustainable design of reinforced concrete structures through CO2 emission optimization. Journal of Structural Engineering, 141(3), B4014002.

Yucel M, Bekdas G, Isikdag U, Apak S (2021). Optimum modelling for rectangular shape reinforced concrete (RC) beam with the aim of minimum CO2 emission. Journal of Environmental Protection and Ecology, 22(5), 1992-2002.


Related Articles

  • Yousry Bauomy I. Shaheen, Zeinab Abd El khaleq Etman, Doha Elmetwally Abdelmonem Kandil
    Challenge Journal of Concrete Research Letters (2023) 14(3) 69-88
    The aim of this research is to examine the performance of reinforced lightweight ferrocement walls under vertical and horizontal loading. The walls were made up of two thin layers of ferrocement reinforced with one, two, three, or four layers of welded wire me...
  • Betül Sevgi Sarıkaya, Bora Bilal, Feyza Çalışır, Cengizhan Yavuz, Gözen Öksüz, Ziya Kursun, Hafize Öksüz
    Challenge Journal of Perioperative Medicine (2024) 2(3) 65-69
    Background: Arthroscopic knee surgery is a surgical intervention that is frequently performed by orthopedic clinics and new studies are constantly carried out by anesthetists to ensure effective pain control. This study aimed to compare the efficacy of ultraso...
  • Muhammed Çoşut, Gebrail Bekdaş, Sinan Melih Nigdeli
    Challenge Journal of Concrete Research Letters (2023) 14(1) 10-17
    In this study, reinforced concrete frame system is generated, and all structural elements which are beam and columns are optimized according to the applied distributed loads and different concrete classes by using Matlab program. Jaya algorithm which is a Meta...
  • İsmail Hakkı Tarhan, Habib Uysal
    Challenge Journal of Structural Mechanics (2024) 10(1) 1-6
    Masonry vaults, frequently used in historic buildings to create large openings, have played a critical role in the survival of these buildings to the present day. These structural elements, which have been exposed to destructive effects such as earthquakes for...
  • Yasin Duysak, Sinan Melih Nigdeli, Gebrail Bekdaş
    Challenge Journal of Concrete Research Letters (2024) 15(4) 134-141
    Section design is an important process for designing reinforced concrete structures because of the existence of factors such as bearing capacity and cost. After defining the initial cross sections for reinforced concrete elements, reinforcement amounts are cal...