Abstract
This paper deals with topology optimization of elastic, continuum structures without damping that are subjected to time-harmonic, dynamic loading with prescribed excitation frequency and amplitude. An important objective of such a design problem is often to drive the eigenfrequencies of the structure as far away as possible from the excitation frequency in order to avoid resonance and reduce the vibration level of the structure. The total structural volume, the boundary conditions, and the material are given.
This is a preview of subscription content, log in via an institution to check access.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2014 CISM, Udine
About this chapter
Cite this chapter
Olhoff, N., Du, J. (2014). Topological Design for Minimum Dynamic Compliance of Structures under Forced Vibration. In: Rozvany, G.I.N., Lewiński, T. (eds) Topology Optimization in Structural and Continuum Mechanics. CISM International Centre for Mechanical Sciences, vol 549. Springer, Vienna. https://doi.org/10.1007/978-3-7091-1643-2_13
Download citation
DOI: https://doi.org/10.1007/978-3-7091-1643-2_13
Publisher Name: Springer, Vienna
Print ISBN: 978-3-7091-1642-5
Online ISBN: 978-3-7091-1643-2
eBook Packages: EngineeringEngineering (R0)