期刊
COMPUTERS AND CONCRETE
卷 14, 期 4, 页码 419-444出版社
TECHNO-PRESS
DOI: 10.12989/cac.2014.14.4.419
关键词
self-compacting concrete; fibre-reinforced self-compacting concrete; crack control; time-dependent; flexural cracking; deformations
类别
资金
- Centre for Built Infrastructure Research, School of Civil and Environmental Engineering, University of Technology Sydney, Australia
In this study experimental result of a total of eight SCC and FRSCC slabs with the same cross-section were monitored for up to 240 days to measure the time-dependent development of cracking and deformations under service loads are presented. For this purpose, four SCC mixes are considered in the test program. This study aimed to compare SCC and FRSCC experimental results with conventional concrete experimental results. The steel strains within the high moment regions, the concrete surface strains at the tensile steel level, deflection at the mid-span, crack widths and crack spacing were recorded throughout the testing period. Experimental results show that hybrid fibre reinforced SCC slabs demonstrated minimum instantaneous and time-dependent crack widths and steel fibre reinforced SCC slabs presented minimum final deflection.
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