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Project 04

Pressure Vessel Vibration Analysis

SolidWorks ANSYS Mechanical Modal Analysis Harmonic Response Structural Dynamics

2025

SolidWorks isometric assembly of horizontal pressure vessel with two saddle-plate supports

Project Overview

This Complex Engineering Problem (CEP) involved designing a horizontal pressure vessel with two saddle-plate supports in SolidWorks, then conducting full vibration analysis in ANSYS Mechanical. The vessel operates at 15 bar design pressure with Stainless Steel 316L — chosen for corrosion resistance and vibration damping properties. As the team's design and simulation lead, I built the complete 3D assembly and ran both the modal (free vibration) and harmonic response (forced vibration) simulations.

SolidWorks 3D model of pressure vessel shell body — cylindrical with hemispherical end caps SolidWorks 3D model of saddle-plate support — 120-degree contact angle, 4.11 m length

Challenge

Industrial pressure vessels are routinely subjected to ground and wind vibrations. The challenge was to analytically model the vessel as a 2-DOF system, manually solve for natural frequencies and mode shapes, and then verify the analytical results against ANSYS simulation. The vessel geometry — 12.13 m long, outer diameter 4.05 m, shell thickness 25.79 mm — required careful application of Barlow's formula and thin-shell assumptions to ensure R/t > 10 compliance.

ANSYS modal analysis — total deformation at first natural frequency 10.717 Hz, showing mode shape of pressure vessel

Solution

The 2-DOF equations of motion were assembled using the mass and stiffness matrices of the vessel-saddle system. Eigenvalue analysis yielded analytical natural frequencies of 10.9 Hz and 19.5 Hz. In ANSYS, a modal analysis with fixed supports on the saddle bases confirmed frequencies of 10.717 Hz and 18.492 Hz — errors of 5% and 8% respectively. Harmonic response analysis was then performed using a wind-derived excitation force of 3.49 N (extracted via FFT of wind speed data), sweeping across the frequency range to map amplitude response, equivalent von Mises stress, and phase angle at each step.

ANSYS harmonic response — total deformation contour plot of pressure vessel under harmonic wind excitation ANSYS frequency response graph — amplitude vs frequency (11.494 to 18.492 Hz) showing harmonic response behaviour

Key Outcomes