Improving the state of the art in FEM analysis of PCCVs with bonded and unbonded prestress tendons

In order to assess the structural performance of grouted prestressing systems in nuclear power containment vessels, a full containment vessel was modeled using the finite element program, ABAQUS. Both bonded (grouted) and unbonded (ungrouted) prestressing systems were modeled. Prior to simulation of grouting, both models were identical, with the prestressing stages modeled explicitly, and friction represented along the tendons. The results indicate higher peak stresses and strains in the bonded model since the tendon system is not permitted to slip and redistribute forces as the vessel deforms. Correspondingly, it is noted that the analysis predicts failure of the vessel at a lower internal pressure in the case of the bonded system. This work is an extension of a collaborative study of finite element analysis (FEA) of prestressed concrete containment vessels (PCCVs) sponsored by the United States Nuclear Regulatory Commission (USNRC) and the Atomic Energy Regulatory Board (AERB) of India. Particular emphasis was placed on advancing the state of the art in modeling tendons (Akin et al., 2013a, Heitman et al., 2014).