Abstract
Unusual mechanical response of a structure with topologically interlocked elements is discussed. Under point loading, it behaves pseudo-plastically, with a negative stiffness in part of the unloading curve. This effect is inherent in the structure and is attributed to changing contact conditions due to rotation of the elements.
Original language | English |
---|---|
Pages (from-to) | 291-294 |
Number of pages | 4 |
Journal | Scripta Materialia |
Volume | 50 |
Issue number | 2 |
DOIs | |
State | Published - Jan 2004 |
Externally published | Yes |
Bibliographical note
Funding Information:The authors wish to thank Mr. M. Bosse, Dr. T. Lebedkina and Mr. D. Trenke for help with tests involving PVC elements. Useful discussions with Prof. G. Ziegmann and Prof. N. Müller are appreciated. Support from the Australian Research Council through Discovery Grant DP0210574 (2002–2004) and Linkage International Grant LX0347195 (2002–2004) as well as from DFG through Grant ES-74/10-1 is acknowledged. One of the authors (E.P.) acknowledges support through an Alexander von Humboldt Research Fellowship 2002–2003.
Funding
The authors wish to thank Mr. M. Bosse, Dr. T. Lebedkina and Mr. D. Trenke for help with tests involving PVC elements. Useful discussions with Prof. G. Ziegmann and Prof. N. Müller are appreciated. Support from the Australian Research Council through Discovery Grant DP0210574 (2002–2004) and Linkage International Grant LX0347195 (2002–2004) as well as from DFG through Grant ES-74/10-1 is acknowledged. One of the authors (E.P.) acknowledges support through an Alexander von Humboldt Research Fellowship 2002–2003.
Funders | Funder number |
---|---|
Alexander von Humboldt-Stiftung | |
Australian Research Council | DP0210574, LX0347195 |
Deutsche Forschungsgemeinschaft | ES-74/10-1 |
Keywords
- Mechanical properties
- Structural behavior
- Topological interlocking