Application Opportunities and Design Guidelines for Variable Stiffness Concepts Based on a Dual-layer Beam Model

Conference Paper (2026)
Author(s)

Qinyu Wang (Tsinghua University)

Peng Feng (Tsinghua University)

Bo Wu (Tsinghua University)

Kaspar Jansen (TU Delft - Industrial Design Engineering)

Research Group
Materializing Futures
DOI related publication
https://doi.org/10.2749/copenhagen.2026.0183 Final published version
More Info
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Publication Year
2026
Language
English
Research Group
Materializing Futures
Volume number
122
Pages (from-to)
183-189
Publisher
International Association for Bridge and Structural Engineering (IABSE)
ISBN (print)
9798331335489
ISBN (electronic)
978-3-85748-212-0
Event
IABSE Symposium Copenhagen 2026: Bridging Advanced Technologies - Structural Innovation (2026-04-21 - 2026-04-24), Copenhagen, Denmark
Page Views
51
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Abstract

Variable stiffness concepts enable structural adaptation through smart materials with inherent stiffness variation or innovative configuration-based designs using conventional materials. This study focuses on SMP-based concepts for shape control and vibration mitigation. A dual-layer beam model relates stiffness variation to thickness and modulus ratios. Stiffness variations directly affect structural frequencies and are often accompanied by damping ratio variations, which is critical for semi-active vibration control. SMP-based components (e.g., joints, sandwich plates) enable vibration mitigation, although their efficiency depends on structural form. This study provides insights into frequency shifts, damping variations, material usage, and structural forms as key design parameters. A parametric study identifies principles for material distribution and vibration control efficiency, forming a design framework applicable to a wide range of systems.

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