RASMUSSEN, Annette Beedholm. Modelling of reinforced concrete in the serviceability limit state: A study of cracking, stiffness and deflection in flexural members. Aarhus, DK: Aarhus Universitet,2019. DOI: 10.7146/aul.329.223. Disponível em: https://openbooks.kb.dk/au/catalog/book/329. Acesso em: 18 feb. 2026.