TY - JOUR
T1 - Sustainable reinforced concrete design
T2 - The role of ultra-high performance concrete (UHPC) in life-cycle structural performance and environmental impacts
AU - Fan, Jin
AU - Shao, Yi
AU - Bandelt, Matthew J.
AU - Adams, Matthew P.
AU - Ostertag, Claudia P.
N1 - Publisher Copyright:
© 2024 The Author(s)
PY - 2024/10/1
Y1 - 2024/10/1
N2 - 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.
AB - 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.
KW - Composite
KW - Corrosion
KW - Green house gas
KW - Life cycle analysis
KW - Sustainability
KW - UHPC
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U2 - 10.1016/j.engstruct.2024.118585
DO - 10.1016/j.engstruct.2024.118585
M3 - Article
AN - SCOPUS:85198506206
SN - 0141-0296
VL - 316
JO - Engineering Structures
JF - Engineering Structures
M1 - 118585
ER -