I am trying to model a 2d block of mass concrete and i need help regarding the adiabatic temperature rise in abaqus
Dear Bikramjit Deb
The following articles will help you:
Article A Finite Element-Based Methodology for the Thermo-mechanical...
https://doi.org/10.31979/ETD.ZCG9-KMT8
Check the following book:
RILEM State-of-the-Art Reports- Thermal cracking of massive concrete structures
Bear in mind that given aggregate sizes exceeding 75 mm in mass concrete, you should consider the fracture energy of concrete 3-5 of normal concrete.
Let me know if you need further asistance.
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