Variable stiffness and damping components for semi-active vibration control and inflatable rigidization

Author:

Wang Qinyu1,Senatore Gennaro2,Jansen Kaspar3,Habraken Arjan4,Teuffel Patrick4

Affiliation:

1. Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084, China

2. ILEK – Institute for Lightweight Structures and Conceptual Design, University of Stuttgart, Pfaffenwaldring 7 70569 Stuttgart, Germany

3. Department of Design Engineering, TU Delft, 2628 CE Delft, NL

4. Chair of Innovative Structural Design (ISD), Department of Built Environment, TU Eindhoven, Eindhoven, the Netherlands

Abstract

<p>The paper explores the potential applications of adaptive components based on shape memory polymer (SMP) composites in vibration control of plate/shell structures and rigidization of inflatable structures. These components achieve stiffness and damping variation by thermally actuating SMP between its glassy and rubbery states. In CASE A, steel-SMP sandwich plates of a truss bridge are actuated to glass transition temperature (Tg), where material damping reaches the peak to mitigate dynamic responses. CASE B proposes a simple and reversible rigidization method for inflatable structures, creating high compaction ratio and design flexibility. Converting the SMP layer between its glassy and rubbery states, inflatable structures achieve multiple functions during transportation, construction, and service life. SMP-based adaptive components enhance structural performance and mitigate dynamic effects in demanding environments for various structures.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference21 articles.

1. Soong T. T. and Spencer B. F. Active, semi- active and hybrid control of structures.Bulletin of the New Zealand Society for Earthquake Engineering.2000;33(3):387-402.

2. Spencer Jr B. F., Christenson R. E., and DykeS. J. Next generation benchmark control problem for seismically excited buildings. Proceedings of the Second World Conference on Structural Control. Kyoto, 1998.

3. Yang J. N., Agrawal A. K., Samali B. and Wu J.C. Benchmark problem for response control of wind-excited tall buildings. Journal of Engineering Mechanics.2004;130(4):437-446.

4. Determining the physical limits on semi-active control performance: a tutorial;P. S. Harvey;Structural Control and Health Monitoring

5. Kınay G. and Turan G. A hybrid control of seismic response by passive and semi-active control strategies. Journal of Engineering Science and Design. 2012; 2(1): 27-36.

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