Biologically Inspired Girder Structure for the Synchrotron Radiation Facility PETRA IV

Lightweight structures are widely used across different industry sectors. However, they get easily excited by external influences, such as vibrations. Undesired high vibration amplitudes can be avoided by shifting the structural eigenfrequencies, which can be achieved adapting the structural design...

Full description

Saved in:
Bibliographic Details
Published in:Journal of bionics engineering Vol. 20; no. 5; pp. 1996 - 2017
Main Authors: Andresen, Simone, Meyners, Norbert, Thoden, Daniel, Körfer, Markus, Hamm, Christian
Format: Journal Article
Language:English
Published: Singapore Springer Nature Singapore 01-09-2023
Subjects:
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:Lightweight structures are widely used across different industry sectors. However, they get easily excited by external influences, such as vibrations. Undesired high vibration amplitudes can be avoided by shifting the structural eigenfrequencies, which can be achieved adapting the structural design considering optimisation procedures and structures primarily inspired by diatoms. This procedures has been applied to the development process of a girder structure installed in a synchrotron radiation facility to support heavy magnets and other components. The objective was to design a 2.9 m long girder structure with high eigenfrequencies, a high stiffness and a low mass. Based on a topology optimisation result, a parametric beam–shell model including biologically inspired structures (e.g., Voronoi combs, ribs, and soft and organic-looking transitions) was built up. The subsequent cross-sectional optimisation using evolutionary strategic optimisation revealed an optimum girder structure, which was successfully manufactured using the casting technology. Eigenfrequency measurements validated the numerical models. Future changes in the specifications can be implemented in the bio-inspired development process to obtain adapted girder structures.
ISSN:1672-6529
2543-2141
DOI:10.1007/s42235-023-00373-7