Design of simply supported composite slabs of steel and concrete via metaheuristic optimization algorithm

被引:0
|
作者
Teixeira M.O. [1 ]
Alves É.C. [1 ]
de Oliveira Valle J.P.S. [2 ]
Calenzani A.F.G. [1 ]
机构
[1] Department of Civil Engineering, Federal University of Espírito Santo, Avenue Fernando Ferrari, 514, Goiabeiras, ES, Vitória
[2] Department of Civil Engineering, Instituto Federal do Espírito Santo, Campus Vitória, Avenue Vitória, 1729-Jucutuquara, ES, Vitória
关键词
Additional reinforcement; Grey wolf optimizer; Particle swarm algorithm; Simply supported composite slabs;
D O I
10.1007/s42107-023-00770-7
中图分类号
学科分类号
摘要
Climate change has been greatly influenced by human actions since the eighteenth century. Civil construction produces a lot of CO2 that corroborates global warming, impacting climate and temperature. This sector has been striving to achieve innovative ideas that reduce these effects. Thus, the study analyzed simply supported composite slabs of steel and concrete to obtain solutions that provide a sustainable development for civil construction. This study aimed to determine better and more accepted solutions than the ones proposed by manufacturers regarding CO2 emissions. The design of the elements follows the ABNT NBR 8800:2008 standard. For the analyses, a computational tool was developed, and the optimization was performed using Particle Swarm Optimization (PSO) and Grey Wolf Optimizer (GWO). To achieve optimized solutions regarding sustainability, the algorithms more frequently selected less thick steel formworks, smaller concrete cover, lower characteristic strength of concrete, and higher additional positive reinforcement rate, since the weight of the steel formwork and the concrete were the variables with the greatest influence on CO2 emissions. On the other hand, the insertion of additional reinforcement also reduced these emissions since this positive reinforcement function with lower CO2 emissions than the steel formwork. © 2023, The Author(s), under exclusive licence to Springer Nature Switzerland AG.
引用
收藏
页码:237 / 252
页数:15
相关论文
共 50 条
  • [1] Design optimization of simply supported concrete slabs by finite element modelling
    Hossain, KMA
    Olufemi, OO
    STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2005, 30 (01) : 76 - 88
  • [2] Design optimization of simply supported concrete slabs by finite element modelling
    K.M.A. Hossain
    O.O. Olufemi
    Structural and Multidisciplinary Optimization, 2005, 30 : 76 - 88
  • [3] Analysis and design of long-term responses of simply-supported steel–concrete composite slabs
    Wang, Qinghe
    Yang, Jinsheng
    Zhang, Yuzhuo
    Fang, Yanfeng
    Ren, Qingxin
    Journal of Building Engineering, 2022, 53
  • [4] Analysis and design of long-term responses of simply-supported steel-concrete composite slabs
    Wang, Qinghe
    Yang, Jinsheng
    Zhang, Yuzhuo
    Fang, Yanfeng
    Ren, Qingxin
    JOURNAL OF BUILDING ENGINEERING, 2022, 53
  • [5] Non-uniform shrinkage in simply-supported composite steel-concrete slabs
    Al-Deen, Safat
    Ranzi, Gianluca
    Uy, Brian
    STEEL AND COMPOSITE STRUCTURES, 2015, 18 (02): : 375 - 394
  • [6] A Method for Analyzing Transverse Stress in Link Slabs of Simply Supported Steel-Concrete Composite Bridges
    Du, Wei
    Hu, Zhijian
    Zhou, Zhi
    BUILDINGS, 2024, 14 (10)
  • [7] Design of simply-supported and continuous beams in steel-concrete composite construction
    Berry, PA
    Patrick, M
    ADVANCES IN BUILDING TECHNOLOGY, VOLS I AND II, PROCEEDINGS, 2002, : 183 - 190
  • [8] Transverse Stress Analysis of Link Slabs in Simply-supported Steel-concrete Composite Beam Bridges
    Hu, Zhijian
    Du, Wei
    Fan, Wensheng
    Zhou, Zhi
    Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2024, 51 (05): : 34 - 45
  • [9] INELASTIC BEHAVIOUR OF SIMPLY SUPPORTED COMPOSITE BEAMS OF STEEL AND CONCRETE
    YAM, LCP
    CHAPMAN, JC
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS, 1968, 41 (DEC): : 651 - &
  • [10] Design charts for simply supported concrete slabs based on finite element procedures
    Hossain, KMA
    Famiyesin, OOR
    COMPUTATIONAL PLASTICITY: FUNDAMENTALS AND APPLICATIONS, PTS 1 AND 2, 1997, : 1508 - 1513