TY - JOUR
T1 - Correction to
T2 - A framework for improving bridge resilience and sustainability through optimizing high-performance fiber-reinforced cementitious composites (Journal of Infrastructure Preservation and Resilience, (2022), 3, 1, (18), 10.1186/s43065-022-00067-0)
AU - Tan, Xiao
AU - Mahjoubi, Soroush
AU - Zhang, Qinghua
AU - Dong, Daren
AU - Bao, Yi
N1 - Publisher Copyright:
© The Author(s) 2023.
PY - 2023/12
Y1 - 2023/12
N2 - Following publication of the original article [1], it was found that the wrong article version was published. The original publication has since been corrected. The correct article should be as follows: High-performance fiber-reinforced cementitious composites (HPFRCC) exhibit benefits in improving infrastructure resilience but often compromise sustainability due to the higher upfront cost and carbon footprint compared with conventional concrete. This paper presents a framework to improve bridge resilience and sustainability through optimizing HPFRCC. This research considers ultra-high-performance concrete and strain-hardening cementitious composite, both featuring high mechanical strengths, ductility, and damage tolerance. This paper establishes links between bridge resilience, bridge sustainability, mechanical properties of HPFRCC, and mixture design. The investigated mechanical properties include the first crack stress, the ultimate tensile strength, and the ultimate tensile strain. With the established links, sustainability is maximized while resilience is retained by optimizing HPFRCC mixtures.
AB - Following publication of the original article [1], it was found that the wrong article version was published. The original publication has since been corrected. The correct article should be as follows: High-performance fiber-reinforced cementitious composites (HPFRCC) exhibit benefits in improving infrastructure resilience but often compromise sustainability due to the higher upfront cost and carbon footprint compared with conventional concrete. This paper presents a framework to improve bridge resilience and sustainability through optimizing HPFRCC. This research considers ultra-high-performance concrete and strain-hardening cementitious composite, both featuring high mechanical strengths, ductility, and damage tolerance. This paper establishes links between bridge resilience, bridge sustainability, mechanical properties of HPFRCC, and mixture design. The investigated mechanical properties include the first crack stress, the ultimate tensile strength, and the ultimate tensile strain. With the established links, sustainability is maximized while resilience is retained by optimizing HPFRCC mixtures.
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U2 - 10.1186/s43065-023-00075-8
DO - 10.1186/s43065-023-00075-8
M3 - Comment/debate
AN - SCOPUS:85190643251
VL - 4
JO - Journal of Infrastructure Preservation and Resilience
JF - Journal of Infrastructure Preservation and Resilience
IS - 1
M1 - 15
ER -