Elastodynamic Multi-Domain BEM for 2-D Fracture Problems
碩士 === 國立中興大學 === 應用數學研究所 === 81 === In this thesis, we have developed an efficient and accurate computation precedure and programming for a boundary element method to analyze the elastodynamic fracture problems. In this mehtod, we only use...
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| Other Authors: | |
| Format: | Others |
| Language: | en_US |
| Published: |
1993
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| Online Access: | http://ndltd.ncl.edu.tw/handle/88903619979354822882 |
| Summary: | 碩士 === 國立中興大學 === 應用數學研究所 === 81 === In this thesis, we have developed an efficient and accurate
computation precedure and programming for a boundary element
method to analyze the elastodynamic fracture problems. In this
mehtod, we only use the standard static fundamental kernels and
a simple particular solution to solve elastodynamic fracture
problems. It is an economical BEM model by using the Newmark
scheme for its time-independent kernels.
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