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- W4381434863 abstract "Abstract: One of the most crucial elements impacting the rigid and flexible pavements performance is temperature. This significance necessitates specific care and interest in research to create design and analytical processes that take temperature issues into account. The variation in temperature is modelled using ANSYS v19.2 finite element method software. At any assigned depth in different layers of pavement, the stresses and deformation were obtained using solution of axisymmetric problem for an applied temperature of 45ºC. In flexible pavement the temperature stress variation was found to be 2.512 N/m² at top of bituminous concrete to 0 N/m² to the bottom of compacted subgrade layer, vertical deformation was found to be 0.013m at top of bituminous concrete to 0.0089m bottom of compacted subgrade layer. In the rigid pavement the temperature stress found to be 6.23 N/m² at top of concrete and-1.64 N/m² at bottom of subbase layer and horizontal deformation should be maximum and minimum of 0.0542m-0.0102m." @default.
- W4381434863 created "2023-06-21" @default.
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- W4381434863 date "2023-06-30" @default.
- W4381434863 modified "2023-09-24" @default.
- W4381434863 title "Modelling of Temperature Effects on Flexible and Rigid Pavements" @default.
- W4381434863 doi "https://doi.org/10.22214/ijraset.2023.54092" @default.
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