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- W4323353669 abstract "The major influence on the structure during the building of concrete dams from rolled compacted concrete is temperature. Substantial temperature variations and cracks may arise as a result of heat generated during cement hydration and the effect of several other causes. The 56-meter-height Tannur RCC Dam has been selected for coupled thermal-structural analysis using the ANSYS software. The dam is initially designed for a 3 m lift thickness, resulting in 19 layers. It takes 10 days to finish each layer. During the dam's construction, thermal analysis is carried out at several lifts. Thermal stress analysis of the dam uses the temperature distribution derived from the thermal study as input. As a result, the maximum tensile stress derived from thermal stress analysis is also utilized to obtain the possibility of a dam fracture. The study is expanded to include a dam with lift thicknesses of 3.5 and 4 m, leading to 16 and 14 layers, respectively. Maximum tensile stresses from thermal stress analysis compute the crack index for lift thicknesses of 3, 3.5, and 4 m. The maximum temperatures have been calculated based on estimations of the completed dam's temperature regime. Along with an investigation of potential cracking, a prediction of the structure's thermal stress condition is performed." @default.
- W4323353669 created "2023-03-08" @default.
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- W4323353669 date "2023-03-01" @default.
- W4323353669 modified "2023-10-17" @default.
- W4323353669 title "Thermal transient stress analysis in RCC dam construction" @default.
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- W4323353669 doi "https://doi.org/10.1016/j.matpr.2023.02.329" @default.
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