Abstract
The dynamic response of composite two-dimensional elasticity problems is solved by using the DQEM to the spacial discretization and EDQ to the temporal discretization. In the DQEM discretization, DQ is used to define the discrete element model. Discrete dynamic equilibrium equations defined at interior nodes in all elements, transition conditions defined on the inter-element boundary of two adjacent elements and boundary conditions at the structural boundary form a dynamic equation system at a specified time stage. The dynamic equilibrium equation system can be solved by the direct time integration schemes of time-element by time-element method and stages by stages method which are developed by using EDQ and DQ. Numerical procedures and numerical results are presented.
| Original language | English |
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| Title of host publication | Proceedings of the 23rd International Conference on Offshore Mechanics and Arctic Engineering - 2004 Volume 2 |
| Subtitle of host publication | Safety and Reliability, Materials Technology Workshop |
| Pages | 869-880 |
| Number of pages | 12 |
| Volume | 2 |
| DOIs | |
| Publication status | Published - 2004 |
| Event | 23rd International Conference on Offshore Mechanics and Arctic Engineering - Vancouver, BC, Canada Duration: 2004 Jun 20 → 2004 Jun 25 |
Other
| Other | 23rd International Conference on Offshore Mechanics and Arctic Engineering |
|---|---|
| Country/Territory | Canada |
| City | Vancouver, BC |
| Period | 04-06-20 → 04-06-25 |
All Science Journal Classification (ASJC) codes
- Energy Engineering and Power Technology
- Ocean Engineering
- Mechanical Engineering