Analysis of Creep in Reinforced Concrete Beams Using Eurocode

This research article explores the creep behavior of reinforced concrete beams under constant loads, utilizing Eurocode 2 standards and a three-parameter viscoelastic model. It assesses the impact of various factors on creep and presents numerical simulations to compare deflection curves over time. The study aims to enhance understanding of long-term structural performance and deformation in concrete structures, providing valuable insights for civil and environmental engineering.