The continuity problem in the original approach of numerical manifold method is analyzed and a new approach is proposed to solve the problem. The rectangular mesh is used and the mathematical mesh is regenerated rather than renewed from the displacements in each time step. The covers, elements and weight functions are given and an example of beam bending problem is analyzed for primary check of its validity and efficiency.
|出版ステータス||出版済み - 12 6 2011|
|イベント||45th US Rock Mechanics / Geomechanics Symposium - San Francisco, CA, 米国|
継続期間: 6 26 2011 → 6 29 2011
|会議||45th US Rock Mechanics / Geomechanics Symposium|
|City||San Francisco, CA|
|Period||6/26/11 → 6/29/11|
All Science Journal Classification (ASJC) codes