Vibrational Analysis of Conical Shells
Development of a Semi-Analytical Finite Element Method
S.G.Q. Tuinstra (TU Delft - Civil Engineering & Geosciences)
A. Tsetas – Mentor (TU Delft - Dynamics of Structures)
Apostolos Tsouvalas – Graduation committee member (TU Delft - Dynamics of Structures)
C Kasbergen – Graduation committee member (TU Delft - Pavement Engineering)
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Abstract
This thesis presents the development and validation of a Semi-Analytical Finite Element (SAFE) model for conical shells. The motivation behind this research is to provide a computationally efficient and accurate numerical model for analysing conical shells. Starting with general equations of motion, kinematic equations, constitutive equations, and boundary conditions, the SAFE method is used to construct a numerical framework for conical shells.
Validation of the SAFE method is performed through comparative analyses with a detailed COMSOL model. The comparison focuses on the natural frequencies, mode shapes, and responses to both uniform and non-uniform harmonic loading. The results demonstrate that the SAFE method achieves accurate predictions in all analyses.
To demonstrate the robustness of the SAFE model, the analysis is extended to include a coupled conical-cylindrical shell system. Similar analyses are performed, and the model continues to provide accurate predictions.
These findings highlight the capability of the SAFE method in delivering both computationally efficient and accurate solutions for the analysis of conical shells.