TY - JOUR
T1 - Time-zero and deformational characteristics of high performance concrete with and without superabsorbent polymers at early ages
AU - Li, Liang
AU - Dabarera, Arosha G.P.
AU - Dao, Vinh
N1 - Funding Information:
The financial support from the Australian Research Council project (DP180103160) is gratefully acknowledged. The first author also appreciates the RTP and the CDA scholarships granted by the Australian government. The authors thank Professor Pietro Lura (Empa) for his critical reading of the manuscript.
Publisher Copyright:
© 2020 Elsevier Ltd
PY - 2020/12/20
Y1 - 2020/12/20
N2 - Internal curing with superabsorbent polymers (SAP) can help lower early-age cracking risk of high performance concrete, by reducing both autogenous shrinkage and thermal strain. In this paper, early-age properties of a concrete mixture (with water-to-binder ratio of 0.25) with and without SAP were examined. First, a practical and convenient method for determining time-zero of concrete with and without SAP based on the rate of temperature change induced by cement hydration was proposed. The validity of the proposed method was demonstrated through the good agreement between its determined time-zero values and the corresponding time (i) of divergence between chemical and autogenous shrinkage as well as (ii) when stress due to restrained deformation started to develop. Second, autogenous shrinkage of concrete with different SAP amounts was studied, together with the temperature dependency of autogenous and self-desiccation shrinkage of concrete containing 0.33% SAP. The addition of 0.33% SAP was found to have completely mitigated autogenous shrinkage of early-age concrete. Third, the coefficient of thermal expansion (CTE) of concrete with and without SAP was reliably measured. It is shown that both internal curing (using SAP) and external curing can effectively reduce the CTE, thereby reducing the associated thermal stresses and the risk of thermal cracking. In addition, the inclusion of SAP was found to compromise mechanical properties of concrete during the first 7 days, but such adverse effects became rather small at later ages.
AB - Internal curing with superabsorbent polymers (SAP) can help lower early-age cracking risk of high performance concrete, by reducing both autogenous shrinkage and thermal strain. In this paper, early-age properties of a concrete mixture (with water-to-binder ratio of 0.25) with and without SAP were examined. First, a practical and convenient method for determining time-zero of concrete with and without SAP based on the rate of temperature change induced by cement hydration was proposed. The validity of the proposed method was demonstrated through the good agreement between its determined time-zero values and the corresponding time (i) of divergence between chemical and autogenous shrinkage as well as (ii) when stress due to restrained deformation started to develop. Second, autogenous shrinkage of concrete with different SAP amounts was studied, together with the temperature dependency of autogenous and self-desiccation shrinkage of concrete containing 0.33% SAP. The addition of 0.33% SAP was found to have completely mitigated autogenous shrinkage of early-age concrete. Third, the coefficient of thermal expansion (CTE) of concrete with and without SAP was reliably measured. It is shown that both internal curing (using SAP) and external curing can effectively reduce the CTE, thereby reducing the associated thermal stresses and the risk of thermal cracking. In addition, the inclusion of SAP was found to compromise mechanical properties of concrete during the first 7 days, but such adverse effects became rather small at later ages.
KW - Autogenous shrinkage
KW - Coefficient of thermal expansion
KW - Early ages
KW - High performance concrete
KW - Relative humidity
KW - Superabsorbent polymer
KW - Time-zero
UR - http://www.scopus.com/inward/record.url?scp=85088360264&partnerID=8YFLogxK
U2 - 10.1016/j.conbuildmat.2020.120262
DO - 10.1016/j.conbuildmat.2020.120262
M3 - Article
AN - SCOPUS:85088360264
SN - 0950-0618
VL - 264
JO - Construction and Building Materials
JF - Construction and Building Materials
M1 - 120262
ER -