Quantifying curing and composition effects on compressive and tensile strength of 160-250 MPa RPC
Quantifying curing and composition effects on compressive and tensile strength of 160-250 MPa RPC
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DOI:
10.1016/j.conbuildmat.2019.117987
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发表时间:
2020-04-30
影响因子:
7.4
通讯作者:
Ge, Chao
中科院分区:
文献类型:
--
作者:
Rong, Qin;Hou, Xiaomeng;Ge, Chao
Reactive powder concrete (RPC) with a compressive strength of 250 MPa was developed using ordinary raw materials without autoclaved pressure curing. Base on optimizing 35 mix proportions and curing conditions, a calculation formula for 160-250 MPa compressive strength RPC is proposed. Results showed that replacing quartz sand with river sand reduced RPC cost by 10%, while reducing compressive strength by 9-12%. Adding quartz powder (0.37 cement weight) increased compressive strength by 2-4% but reduced fluidity. The influence of curing time, heating time, and temperature on RPC compressive strength was quantified. The recommended steel fiber content is 2-3% to achieve a high compressive strength. Curing RPC in 90 degrees C steam for 3d and heating to 300 degrees C for 24 h, increased RPC compressive strength to 250 MPa, an increase of 54% compared to curing with 90 degrees C steam for 3d only. This is primarily due to "internal autoclave" occurring in RPC at high temperature. Compared with steam curing, after 200-300 degrees C heat, the increase in RPC split-tensile strength and flexural tensile strength was approximately 10%. After 200-300 degrees C heat, fire-induced spalling in RPC can be prevented because the water content was reduced to 0.4%. RPC can be applied in indoor structures without fire insulation. RPC250 exhibits higher strength to weight ratio and could outperform steel in certain applications. (C) 2020 Elsevier Ltd. All rights reserved.