American Concrete Institute (ACI) defines Mass Concrete as:
“Any volume of concrete with dimensions large enough to require that measures be taken to cope with the generation of heat from the hydration of cement and attendant volume change to minimize cracking”.
In mass concrete structures, the temperature rise caused by cement hydration can be significant, leading to internal thermal expansion. At the same time, heat is rapidly dissipated from the exterior surfaces, resulting in large temperature gradients. These gradients induce tensile stresses at the concrete surface.
When the thermal stresses exceed the concrete’s tensile strength, cracking is highly possible.
Thermal stress cracking, compromising durability, and accelerating reinforcement corrosion.
Thermal cracking can be mitigated by controlling temperature differentials through improved mix design, effective insulation, and proper formwork removal timing. Accurate material characterization and 3D thermal–stress modeling are essential for prevention.
Apply the available tools to evaluate thermal loading and the resulting maximum tensile stresses in bridge substructures:
A 3D transient thermal model analyzes time‑dependent heat transfer inside a three‑dimensional structure. It calculates how temperature rises, falls, and spreads due to conduction, convection, and radiation. This type of model is used when thermal conditions are not steady and must be tracked dynamically to identify hot spots, cooling rates, and thermal gradients.
A 3D thermal stress model uses temperature data often from a thermal simulation to determine how a structure expands, contracts, or warps due to heating and cooling. It calculates resulting stresses, strains, and potential failure points. This model is essential for predicting cracking, distortion, and material fatigue under thermal loading.