Numerical Analysis of the Load-Displacement Behaviour of Cast-in-Place Progressive Anchorage in Reinforced Concrete Members

Modern construction requirements for building structures are currently focused on reducing the time required construction, dealing with lack of qualified human resources and ensuring comprehensive work quality. The problems mentioned above today’s industry significantly reduced by modern prefabrication efficient use most common materials—steel concrete. Critical components such systems their joints. Currently, there many different types joints precast concrete structural elements. Integral parts these various anchorages. For connecting load-bearing components, cast-in-place anchor preferred to post-installed ones. appropriate design this small but crucial component is a complicated engineering issue in some cases. finite element method (FEM) represents practical opportunity analyze anchorage detail. A detailed numerical study based an experimental program was performed understand anchors’ real behavior clarify parameters design. This paper explains creation model, compares FEM model experiments presents interesting results parametric study.