Numerical Method of Elastodynamic Equation with Curvilinear grid
- 10.2991/iconfem-16.2016.16How to use a DOI?
- curvilinear grid; elastodynamic equation; Lax-Wendroff difference method; dynamic response
For the cross sectional profile of axisymmetric body with curve, the numerical solution of elastodynamic equation is difficult in cylindrical coordinates. In order to realize the dynamic simulation of axisymmetric body with curve cross section, based on the Lax-Wendroff differential theory, a numerical solution method of elastodynamic equation was presented with curvilinear grid. The dynamic response of impact system of underwater pile driving hammer was simulated, which results were reasonably explained by the stress wave theory. The numerical solution method presented is valid.
- © 2016, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Liquan Wang AU - Donghua Chen PY - 2017/01 DA - 2017/01 TI - Numerical Method of Elastodynamic Equation with Curvilinear grid BT - Proceedings of the 2016 International Conference on Engineering Management (Iconf-EM 2016) PB - Atlantis Press SN - 2352-5428 UR - https://doi.org/10.2991/iconfem-16.2016.16 DO - 10.2991/iconfem-16.2016.16 ID - Wang2017/01 ER -