Session
Civil Engineering, Infrastructure and Environment
Description
This study investigates the thermal behaviour of concrete incorporating alternative aggregates, focused on polymer-coated wood-based particles, impregnated with phase change materials (PCM). Four concrete mixes were evaluated: conventional concrete (reference), concrete with coarse aggregates fully replaced with wood particles coated with carboxylated styrene–butadiene rubber (XSBR), concrete with uncoated wood particles as aggregate replacement, and wood particles saturated with a phase change material and coated with XSBR. 72-mm dia. spherical samples with were subjected to a controlled thermal loading protocol: initial stabilization at ~7 °C, followed by exposure to a convective heating environment (~40 °C). the temperature was monitored at the barycentre of each sphere with type K thermocouples. Results show a significant delay in heat transfer in samples containing PCM, indicating a thermal buffering effect during the phase transition interval. The wood-based aggregates also exhibited a lower thermal conductivity when compared to conventional aggregates, contributing to a slower temperature increase. In addition to this experimental study, a computational thermal model was developed to simulate the heat transfer within the spheres using Finite Element Methods (FEM). The model accurately predicted the behaviour of the reference concrete, confirming the applicability of standard thermal parameters. However, as the material complexity (and hence, heterogeneity) increased, with the introduction of bio-aggregates, polymer layers, and PCMs, deviations between simulations and experiments became more pronounced. The simplified modelling approach failed to fully capture the latent heat dynamics, underscoring the need for more advanced modelling techniques when simulating materials with phase change phenomena and heterogeneous microstructures.
Keywords:
Thermal conductivity, Phase change materials (PCM), Bio-based aggregates, Heat transfer modeling
Proceedings Editor
Edmond Hajrizi
ISBN
978-9951-982-41-2
Location
UBT Kampus, Lipjan
Start Date
25-10-2025 9:00 AM
End Date
26-10-2025 6:00 PM
DOI
10.33107/ubt-ic.2025.51
Recommended Citation
Ferreira, Saulo Rocha; Andrade, Rodolfo Giacomim Mendes de; Kuhn, Leonardo Seibert; Peralta, Ignacio; Cureau, Roberta Jacoby; Pisello, Anna Laura; and Caggiano, Antonio, "Thermal Behaviour of Concrete with Bio-Derived and PCM-Modified Aggregates: Insights from Experiments and FEM Simulations" (2025). UBT International Conference. 13.
https://knowledgecenter.ubt-uni.net/conference/2025UBTIC/CEIE/13
Thermal Behaviour of Concrete with Bio-Derived and PCM-Modified Aggregates: Insights from Experiments and FEM Simulations
UBT Kampus, Lipjan
This study investigates the thermal behaviour of concrete incorporating alternative aggregates, focused on polymer-coated wood-based particles, impregnated with phase change materials (PCM). Four concrete mixes were evaluated: conventional concrete (reference), concrete with coarse aggregates fully replaced with wood particles coated with carboxylated styrene–butadiene rubber (XSBR), concrete with uncoated wood particles as aggregate replacement, and wood particles saturated with a phase change material and coated with XSBR. 72-mm dia. spherical samples with were subjected to a controlled thermal loading protocol: initial stabilization at ~7 °C, followed by exposure to a convective heating environment (~40 °C). the temperature was monitored at the barycentre of each sphere with type K thermocouples. Results show a significant delay in heat transfer in samples containing PCM, indicating a thermal buffering effect during the phase transition interval. The wood-based aggregates also exhibited a lower thermal conductivity when compared to conventional aggregates, contributing to a slower temperature increase. In addition to this experimental study, a computational thermal model was developed to simulate the heat transfer within the spheres using Finite Element Methods (FEM). The model accurately predicted the behaviour of the reference concrete, confirming the applicability of standard thermal parameters. However, as the material complexity (and hence, heterogeneity) increased, with the introduction of bio-aggregates, polymer layers, and PCMs, deviations between simulations and experiments became more pronounced. The simplified modelling approach failed to fully capture the latent heat dynamics, underscoring the need for more advanced modelling techniques when simulating materials with phase change phenomena and heterogeneous microstructures.
