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Using Ansys for Seismic Simulation of Large-Scale Nuclear Equipment

Written by Radu-Mihail Bilegan

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RATEN-CITON

RATEN-CITON is a Romanian research and engineering center specializing in nuclear project development, structural simulation, and safety evaluation. With extensive expertise in piping systems, pressure vessels, seismic qualification, and fatigue analysis, CITON supports national and international nuclear programs through advanced engineering solutions and regulatory-compliant design services.

 

Task Description

RATEN-CITON undertook the seismic assessment of a large nuclear tank (DA98), with over 700 metric tons of total mass, as part of a structural safety evaluation. The challenge was to accurately model complex support conditions—including snubbers, frictional sliding pads, and high-damping rubber bearings—and evaluate the tank’s response under postulated earthquake conditions, following ASME III and Eurocode 8 standards.

Pic. 1: Recent seismic analysis - DA98 Tank

Solution

Ansys Mechanical & CFD Integration: A full 3D FEM model was developed to capture nonlinear structural and fluid behavior, including sloshing effects, base excitation, and foundation interaction.

Advanced Simulation Techniques: Time history, modal, and spectrum-based simulations were used to assess both impulsive and convective seismic loads, while verifying saddle stress concentrations, deflections, and displacement limits.

Multiple Support Scenarios: Comparative simulations were run using frictional sliding models (µ = 0.2), snubber-based restraints, and high-damping rubber bearings (HDRB) with 4% and 13% damping, using viscodamper modeling and stiffness-based constraints.

Pic. 2: DA98-4T Basic Model

Benefits

  • Max displacement reduction of 80% with HDRB isolators compared to unrestrained friction models.

 

  • Compliant primary stress values across all configurations, meeting ASME III and Eurocode 8 Part 4 limits (e.g., Pl + Pb = 153 MPa vs. Sm = 397 MPa).

 

  • Validated tank behavior under both fully filled and partially filled conditions, including sloshing verification, enabling a confident structural safety assessment.

Pic. 3: Static Analysis (Seismic loads are due to impulsive/convectivload.)