Comparative Study of Life-Cycle Environmental and Cost Performance of Aluminium Alloy-Concrete Composite Columns

被引:1
作者
Ali, Shafayat Bin [1 ]
Kamaris, George S. [2 ]
Gkantou, Michaela [2 ]
Huang, Yue [3 ]
机构
[1] Chittagong Univ Engn & Technol, Inst Earthquake Engn Res, Chittagong 4349, Bangladesh
[2] Liverpool John Moores Univ, Sch Civil Engn & Built Environm, Liverpool L3 3AF, England
[3] Univ Leeds, Inst Transport Studies, 34-40 Univ Rd, Leeds LS2 9JT, England
关键词
aluminium alloy; concrete-filled section; life-cycle assessment; CO2; emission; life-cycle cost; sensitivity analysis; FLEXURAL BEHAVIOR;
D O I
10.3390/su16219252
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
As is widely known, the construction industry is one of the sectors with a large contribution to global carbon emissions. Despite numerous efforts in the construction industry to develop low-carbon materials, there is a limited number of studies quantifying and presenting the overall environmental impact when these materials are applied in a construction project as structural members. To address this gap, this study focuses on assessing the life-cycle performance of novel structural aluminium alloy-concrete composite columns. In this paper, the environmental impacts and economic aspects of a concrete-filled aluminium alloy tubular (CFAT) column and a concrete-filled double-skin aluminium alloy tubular (CFDSAT) column were assessed using life-cycle assessment (LCA) and life-cycle cost analysis (LCCA) approaches, respectively. The cradle-to-grave system boundary is considered for these analyses to cover the entire life-cycle. A concrete-filled steel tubular (CFST) column is also assessed for reference. All columns are designed to have the same load-carrying capacity and, thus, are compared on a level-playing basis. A comparison is also made of the self-weight of these columns. In particular, the self-weight of the CFST column is reduced by around 17% when the steel tube is replaced by an aluminium alloy tube, and decreased by 47% when the double-skin technique is adopted in CFDSAT columns. The LCA results indicate that the CO2 emission of CFST and CFAT is almost the same, which is 21% less than the CFDSAT columns due to the use of high aluminium in the latter. The LCCA results show that the total life-cycle cost of CFAT and CFDSAT columns is around 29% and 14% lower, respectively, than that of the CFST column. Finally, a sensitivity analysis was carried out to evaluate the effects of data and assumptions on the life-cycle performance of the examined columns.
引用
收藏
页数:18
相关论文
共 50 条
  • [11] LIFE-CYCLE COST ANALYSIS ON A MARINE ENGINE INNOVATION FOR RETROFIT: A COMPARATIVE STUDY
    Bui, Khanh Q.
    Perera, Lokukaluge P.
    Emblemsvag, Jan
    Schoyen, Halvor
    PROCEEDINGS OF ASME 2022 41ST INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE & ARCTIC ENGINEERING, OMAE2022, VOL 5A, 2022,
  • [12] Benefits of internal curing on service life and life-cycle cost of high-performance concrete bridge decks - A case study
    Cusson, D.
    Lounis, Z.
    Daigle, L.
    CEMENT & CONCRETE COMPOSITES, 2010, 32 (05) : 339 - 350
  • [13] Environmental life-cycle assessment of concrete produced in the United States
    Hottle, Troy
    Hawkins, Troy R.
    Chiquelin, Caitlin
    Lange, Bryan
    Young, Ben
    Sun, Pingping
    Elgowainy, Amgad
    Wang, Michael
    JOURNAL OF CLEANER PRODUCTION, 2022, 363
  • [14] Life Cycle Environmental and Cost Performance of Prefabricated Buildings
    Wang, He
    Zhang, Yinqi
    Gao, Weijun
    Kuroki, Soichiro
    SUSTAINABILITY, 2020, 12 (07)
  • [15] Life-Cycle Cost and Life-Cycle Assessment Analysis at the Design Stage of a Fiber-Reinforced Polymer-Reinforced Concrete Bridge in Florida
    Cadenazzi, Thomas
    Dotelli, Giovanni
    Rossini, Marco
    Nolan, Steven
    Nanni, Antonio
    ADVANCES IN CIVIL ENGINEERING MATERIALS, 2019, 8 (02): : 128 - 151
  • [16] Life-cycle environmental and cost impacts of reusing fly ash
    Huang, T. Y.
    Chiueh, P. T.
    Lo, S. L.
    RESOURCES CONSERVATION AND RECYCLING, 2017, 123 : 255 - 260
  • [17] Life-cycle cost of all-composite suspension bridge
    Meiarashi, S
    Nishizaki, I
    Kishima, TI
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2002, 6 (04) : 206 - 214
  • [18] Life-cycle cost analysis of reinforced concrete structures in marine environments
    Val, DV
    Stewart, MG
    STRUCTURAL SAFETY, 2003, 25 (04) : 343 - 362
  • [19] Life-cycle cost strategies for harbors - a case study
    Lingegard, Sofia
    Lindahl, Mattias
    Syberg, Andreas
    7TH INDUSTRIAL PRODUCT-SERVICE SYSTEMS CONFERENCE - IPSS, INDUSTRY TRANSFORMATION FOR SUSTAINABILITY AND BUSINESS, 2015, 30 : 317 - 322
  • [20] Evaluating the Environmental Impacts and Energy Performance of a Wind Farm System Utilizing the Life-Cycle Assessment Method: A Practical Case Study
    Gomaa, Mohamed R.
    Rezk, Hegazy
    Mustafa, Ramadan J.
    Al-Dhaifallah, Mujahed
    ENERGIES, 2019, 12 (17)