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Date:2019-03-09

Indexed by:Journal Papers

Date of Publication:2015-08-01

Journal:NUCLEAR ENGINEERING AND TECHNOLOGY

Included Journals:SCIE

Volume:47

Issue:5

Page Number:633-645

ISSN:1738-5733

Key Words:Axial loading; Biaxial; Concrete damaged plasticity; Finite element method; Mechanical property; Nuclear power plant; Numerical simulation; Prestressed concrete

Abstract:In order to analyze the mechanical properties of two-way different configurations of pre-stressed concrete members subjected to axial loading, a finite element model based on the nuclear power plant containments is demonstrated. This model takes into account the influences of different principal stress directions, the uniaxial or biaxial loading, and biaxial loading ratio. The displacement-controlled load is applied to obtain the stress estrain response. The simulated results indicate that the differences of principal stress axes have great effects on the stressestrain response under uniaxial loading. When the specimens are subjected to biaxial loading, the change trend of stress with the increase of loading ratio is obviously different along different layout directions. In addition, correlation experiments and finite element analyses were conducted to verify the validity and reliability of the analysis in this study. Copyright (C) 2015, Published by Elsevier Korea LLC on behalf of Korean Nuclear Society.