TY - JOUR
T1 - Upcycling of waste concrete in eco-friendly strain-hardening cementitious composites
T2 - Mixture design, structural performance, and life-cycle assessment
AU - Li, Xiuling
AU - Lv, Xiangrong
AU - Zhou, Xintao
AU - Meng, Weina
AU - Bao, Yi
N1 - Publisher Copyright:
© 2021 Elsevier Ltd
PY - 2022/1/1
Y1 - 2022/1/1
N2 - To upcycle waste concrete through producing strain-hardening cementitious composites (SHCC) for sustainable and resilient structures, this research investigates the effect of fine recycled concrete powder on the fresh and hardened properties, optimizes the mixture design, evaluates the structural behavior, and assesses the life-cycle performance of SHCC at material and structural levels. The investigated fresh and hardened properties include the flowability, compressive strength, tensile strength, and ductility. Four full-scale beams, including a conventional reinforced concrete beam and three reinforced SHCC beams with the optimal SHCC mixture, were tested under flexural loads until failure. Life-cycle performance of SHCC was assessed regarding the cost and carbon footprint. The results showed that appropriate use of recycled concrete powder increased the ductility while retaining the adequate compressive and tensile strengths as well as flowability of SHCC. The use of the developed SHCC with recycled concrete powder increased the load capacity and crack resistance of the full-scale reinforced beams. The developed SHCC involves higher upfront cost and carbon footprint but lower life-cycle cost and carbon footprint for the investigated structural beam applications when the service life is longer than 40 years.
AB - To upcycle waste concrete through producing strain-hardening cementitious composites (SHCC) for sustainable and resilient structures, this research investigates the effect of fine recycled concrete powder on the fresh and hardened properties, optimizes the mixture design, evaluates the structural behavior, and assesses the life-cycle performance of SHCC at material and structural levels. The investigated fresh and hardened properties include the flowability, compressive strength, tensile strength, and ductility. Four full-scale beams, including a conventional reinforced concrete beam and three reinforced SHCC beams with the optimal SHCC mixture, were tested under flexural loads until failure. Life-cycle performance of SHCC was assessed regarding the cost and carbon footprint. The results showed that appropriate use of recycled concrete powder increased the ductility while retaining the adequate compressive and tensile strengths as well as flowability of SHCC. The use of the developed SHCC with recycled concrete powder increased the load capacity and crack resistance of the full-scale reinforced beams. The developed SHCC involves higher upfront cost and carbon footprint but lower life-cycle cost and carbon footprint for the investigated structural beam applications when the service life is longer than 40 years.
KW - Ductility
KW - Flexural behaviors
KW - Life-cycle performance
KW - Recycled concrete powder
KW - Strain-hardening cementitious composites (SHCC)
KW - Sustainable and resilient structures
UR - http://www.scopus.com/inward/record.url?scp=85120413854&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85120413854&partnerID=8YFLogxK
U2 - 10.1016/j.jclepro.2021.129911
DO - 10.1016/j.jclepro.2021.129911
M3 - Article
AN - SCOPUS:85120413854
SN - 0959-6526
VL - 330
JO - Journal of Cleaner Production
JF - Journal of Cleaner Production
M1 - 129911
ER -