Abstract
Counter-intuitive phenomena have been observed in a range of structural elements such as beams and plates. It has been realised that the elastic-plastic non-linearity and the compressive instability are responsible for the occurrence of the observed counter-intuitive phenomena. Forrestal et al. [A counterintuitive region of response for elastic-plastic rings loaded with axisymmetric pressure pulses. Int J Impact Eng 1994;15(3):219-23] reported counter-intuitive response in an elastic-plastic circular ring subjected to axisymmetric internal pressure pulse. In this paper, it is shown that the counter-intuitive response observed by Forrestal et al. [A counterintuitive region of response for elastic-plastic rings loaded with axisymmetric pressure pulses. Int J Impact Eng 1994;15(3):219-23] is due to the combined effects of the plastic energy dissipation and the kinematic hardening of the ring material, which is totally different from the one responsible for the counter-intuitive responses observed in beams and plates. A single degree of freedom model and a corresponding FE model are employed for the breathing mode response of an elastic-plastic circular ring subjected to axisymmetric internal pressure pulse in this study.
Original language | English |
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Pages (from-to) | 784-794 |
Number of pages | 11 |
Journal | International Journal of Impact Engineering |
Volume | 35 |
Issue number | 8 |
DOIs | |
Publication status | Published - Aug 2008 |
Externally published | Yes |
Keywords
- Counter-intuitive response
- Elastic-plastic circular ring
- SDoF model