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- W2080650960 abstract "Massive reinforced concrete (RC) structure is widely used in long-term damp environments. To improve the concrete durability and reduce the reinforcing steel corrosion, crack width control is more rigorous in massive RC structure. In this paper, the short-term (30 days) temperatures of concrete are measured by the distributed temperature system (DTS) to inverse the thermal parameters using the genetic algorithm (GA), and the long-term (300 days) temperature is predicted by using the calculated thermal parameters. Moreover, thermal stress field considering the creep is calculated based on the eight-parameters-equation, and the parameters were modified by the results of temperature stress test machine (TSTM). Furthermore, a quantitative reinforcement configuration method is proposed on the basis of the predicted thermal stress field, and its feasibility and effectiveness are verified by a sluice pier structure. Finally, the optimal reinforcement scheme obtained was selected by the comparisons of the crack width, reinforcement stress and the total cross-sectional area of reinforcement. This article provides a new methodology to design reinforcement configuration for massive RC structure." @default.
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- W2080650960 date "2014-12-06" @default.
- W2080650960 modified "2023-09-25" @default.
- W2080650960 title "Thermal stress analyses and reinforcement design of massive RC structures" @default.
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- W2080650960 doi "https://doi.org/10.1080/19648189.2014.985849" @default.
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