TY - JOUR
T1 - Flexural behavior of alkali-activated slag-based concrete beams
AU - Du, Yunxing
AU - Wang, Jia
AU - Shi, Caijun
AU - Hwang, Hyeon Jong
AU - Li, Ning
N1 - Funding Information:
This research was financially supported by the National Natural Science Foundation of China (Grant No. 51638008), the Major Project of Sci-Tech Plan of Changsha City (Grant Nos. kq1703002, kq1804002, and kq1902043) and the Project of Sci-Tech Plan of Changsha City (Grant No. kq1907101). The authors are grateful to the authorities for the supports.
Publisher Copyright:
© 2020 Elsevier Ltd
PY - 2021/2/15
Y1 - 2021/2/15
N2 - Limited study has been performed on the application of alkali-activated concrete to structural members. The present study investigated the flexural behavior of performance-based alkali-activated slag-fly ash concrete beams. Four-point static bending tests were performed on twelve alkali-activated concrete (AAC) beams and three ordinary Portland cement concrete (PCC) beams, in order to investigate the effects of concrete strength, rebar ratio, and beam depth on the flexural performance. The structural performance was evaluated, including the moment-curvature relationship, flexural stiffness, load-carrying capacity, ductility, rebar strain, crack distribution, and failure mode. The test results showed that the flexural behavior of AAC beams was comparable to that of PCC beams. The increase of the beam depth significantly improved the flexural stiffness and load-carrying capacity of AAC beams. As the rebar ratio increased, the load-carrying capacity increased significantly, but the ductility decreased. The concrete strength did not affect the flexural performance of AAC beams. The current design code safely predicted the effective flexural stiffness at service condition and the load-carrying capacity. Thus, the current design code is applicable to the design of AAC beams showing flexural behavior.
AB - Limited study has been performed on the application of alkali-activated concrete to structural members. The present study investigated the flexural behavior of performance-based alkali-activated slag-fly ash concrete beams. Four-point static bending tests were performed on twelve alkali-activated concrete (AAC) beams and three ordinary Portland cement concrete (PCC) beams, in order to investigate the effects of concrete strength, rebar ratio, and beam depth on the flexural performance. The structural performance was evaluated, including the moment-curvature relationship, flexural stiffness, load-carrying capacity, ductility, rebar strain, crack distribution, and failure mode. The test results showed that the flexural behavior of AAC beams was comparable to that of PCC beams. The increase of the beam depth significantly improved the flexural stiffness and load-carrying capacity of AAC beams. As the rebar ratio increased, the load-carrying capacity increased significantly, but the ductility decreased. The concrete strength did not affect the flexural performance of AAC beams. The current design code safely predicted the effective flexural stiffness at service condition and the load-carrying capacity. Thus, the current design code is applicable to the design of AAC beams showing flexural behavior.
KW - Alkali-activated cement
KW - Beam
KW - Bending test
KW - Concrete strength
KW - Flexural performance
KW - Slag-based concrete
KW - Stiffness
UR - http://www.scopus.com/inward/record.url?scp=85097883905&partnerID=8YFLogxK
U2 - 10.1016/j.engstruct.2020.111644
DO - 10.1016/j.engstruct.2020.111644
M3 - Article
AN - SCOPUS:85097883905
SN - 0141-0296
VL - 229
JO - Engineering Structures
JF - Engineering Structures
M1 - 111644
ER -