STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING
Online ISSN : 1882-3424
Print ISSN : 0289-8063
ISSN-L : 0289-8063
 
THE SECOND ORDER MANIFOLD METHOD WITH SIX NODE TRIANGLE MESH
Guo-Xin ZHANGYasuhito SUGIURAHiroo HASEGAWAGuanglun WANG
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ジャーナル フリー

2002 年 19 巻 1 号 p. 1s-9s

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抄録
The manifold method is a recently developed numerical procedure. Based on the original first-order Manifold Method, the second-order one together with corresponding computational code is developed in the present paper. Application examples include calculation of stress distribution of a circular ring, analysis of contact stress of a cylinder compressed between rigid plates, large deformation problem of a cantilever and failure of a slope with discontinuities. The results show that the second-order manifold method is capable in analyzing structure deformation and contact problems with relatively high accuracy and has priority in simulating large deformation problem and failure process.
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© 2002 by Japan Society of Civil Engineers
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