Abstract
A new concept of assembling layer-like structures from identical convex elements interlocked by virtue of their geometry and spatial arrangement was developed recently. In particular, identical cubes can be arranged in this type of assembly, such that none of them can be removed from the structure. This is achieved through the kinematic constraint imposed by the neighbouring elements, provided that a constraining frame substitutes for neighbours along the periphery of the assembly. We report experimental results and the results of numerical simulation showing that such assemblies exhibit a highly non-linear response to out-of-plane point loads (indentation), in particular a pronounced loading/unloading hysteresis, post-peak softening, a negative stiffness in the stage of unloading and localisation of irreversible rotations. The results of the simulations confirm that the observed unusual mechanical response is an intrinsic, material-independent property of such assemblies.
Original language | English |
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Pages (from-to) | 1228-1238 |
Number of pages | 11 |
Journal | International Journal of Engineering Science |
Volume | 46 |
Issue number | 12 |
DOIs | |
State | Published - Dec 2008 |
Externally published | Yes |
Bibliographical note
Funding Information:Support from the DFG through Grant ES-74/10 is acknowledged. The authors also acknowledge the assistance of Prof. N. Müller and Mr. D. Trenke who produced the frame used in the experiments reported. Also, support from the Australian Research Council through the Discovery Grants DP0559737 (AVD) and DP0773839 (EP) is acknowledged.
Funding
Support from the DFG through Grant ES-74/10 is acknowledged. The authors also acknowledge the assistance of Prof. N. Müller and Mr. D. Trenke who produced the frame used in the experiments reported. Also, support from the Australian Research Council through the Discovery Grants DP0559737 (AVD) and DP0773839 (EP) is acknowledged.
Funders | Funder number |
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Australian Research Council | DP0559737, DP0773839 |
Deutsche Forschungsgemeinschaft | ES-74/10 |
Keywords
- Negative stiffness
- Point loading
- Post-peak softening
- Topological interlocking