Sustainable reinforced concrete design: The role of ultra-high performance concrete (UHPC) in life-cycle structural performance and environmental impacts

被引:6
作者
Fan J. [1 ,2 ]
Shao Y. [3 ,4 ]
Bandelt M.J. [2 ]
Adams M.P. [2 ]
Ostertag C.P. [4 ]
机构
[1] Department of Civil and Environmental Engineering, University of California, Davis, CA
[2] John A. Reif, Jr., Department of Civil and Environmental Engineering, New Jersey Institute of Technology, Newark, NJ
[3] Department of Civil Engineering, McGill University, Montreal, QC
[4] Civil and Environmental Engineering, University of California, Berkeley, CA
关键词
Composite; Corrosion; Green house gas; Life cycle analysis; Sustainability; UHPC;
D O I
10.1016/j.engstruct.2024.118585
中图分类号
学科分类号
摘要
Ultra-high performance concrete (UHPC), an advanced type of concrete material that shows superior mechanical and durability performance, brings promises of reducing the material usage and increasing the life span of conventional concrete structures. However, the environmental benefits of adopting UHPC have not been well understood because of a lack of life-cycle comparison between UHPC and conventional concrete structures. To address this gap, a structural, corrosion, and carbon emissions analysis of UHPC and concrete beams of similar functions (i.e., strength and stiffness) was completed. In addition to adopting UHPC in the full section, a new composite beam concept was also proposed to have UHPC in the compression zone only. Based on finite element (FE) analysis, UHPC beams were designed to show similar stiffness and strength as the concrete beams while the cross-section areas were greatly reduced. Service life spans were then determined through a time-dependent multi-physics modeling framework. Subsequently, analysis regarding the material costs, initial and life-cycle carbon emission was done. The simulation results show that the composite beam can significantly reduce cross-sectional area and self-weight with less than 13% increase in material costs. The carbon emissions of the composite beam was over 25% lower than that of the concrete beam, both in the initial and life-cycle range. Additionally, full UHPC beams could show similar initial carbon emission and around 48% lower life-cycle carbon emissions compared to the concrete beams. © 2024 The Author(s)
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  • [41] PA of NY and NJ H., New low-carbon concrete requirements mark significant milestone in agency's clean construction program, (2023)
  • [42] DGS, CA H., Buy clean California act [3500 - 3505], (2023)
  • [43] BRF H., Notice of new requirements for concrete, (2023)
  • [44] Rangelov M., Spragg R., Haber Z., Dylla H., Life cycle assessment of ultra-high performance concrete bridge deck overlays, Pavement, roadway, and bridge life cycle assessment 2020, pp. 61-71, (2020)
  • [45] Al-Ameen E., Blanco A., Cavalaro S., Comparative life cycle assessment of sprayed-UHPC sandwich panels over brick & block cavity construction, Eng Struct, 303, (2024)
  • [46] Kim B.-S., Joh C., Koh G.-T., Park J., Kwon K., Park S.-Y., KICT's application of UHPC to the first UHPC cable stayed roadway bridge, International interactive symposium on ultra-high performance concrete, (2016)
  • [47] Zhang Y., Yang Z., Xie T., Yang J., Flexural behaviour and cost effectiveness of layered UHPC-NC composite beams, Eng Struct, 273, (2022)
  • [48] Kadhim M.M., Jawdhari A., Peiris A., Development of hybrid UHPC-NC beams: A numerical study, Eng Struct, 233, (2021)
  • [49] Amran M., Huang S.-S., Onaizi A.M., Makul N., Abdelgader H.S., Ozbakkaloglu T., Recent trends in ultra-high performance concrete (UHPC): Current status, challenges, and future prospects, Constr Build Mater, 352, (2022)
  • [50] Russell H.G., Graybeal B.A., Russell H.G., Et al., Ultra-high performance concrete: A state-of-the-art report for the bridge community: Technical report, (2013)