Creep is one of important mechanical characteristics of reinforced concrete; its deflection increases with time under a constant loading condition, and creep-induced long term deflection may overrun elastic deflection. Creep will induce force redistribution in statically indeterminate structures, and therefore may affect long-term structural behavior. Structural design and construction have to consider potential influence from creep. It is popular to employ finite element method (FEM) to simulate concrete creep behavior; however, this study utilized vector form intrinsic finite element (VFIFE) instead to predict creep behavior of concrete at different stages of construction. Finally, illustrative examples are provided to show how VFIFE can be applied to simulate concrete creep behavior.