Article ID Journal Published Year Pages File Type
6726070 Construction and Building Materials 2013 10 Pages PDF
Abstract
► Cracks occur in concrete at FRP bar/concrete interface at ΔTcr = 20-25 °C. ► ΔTcr predicted by theoretical models are in good agreement with experimental results. ► The thermal load producing failure of concrete is ΔTsp = 35-45 °C for c/db = 0.8-1.5. ► c/db ⩾ 2 seems to be sufficient to reduce cracks in concrete under ΔT up to +60 °C.
Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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