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エレメントフリーガラーキン法の動的き裂問題への適用に関する考察

発表形態:
原著論文
主要業績:
主要業績
単著・共著:
共著
発表年月:
2004年03月
DOI:
会議属性:
指定なし
査読:
有り
リンク情報:

日本語フィールド

著者:
萩原 世也;津乗 充良;池田 徹;宮崎 則幸
題名:
エレメントフリーガラーキン法の動的き裂問題への適用に関する考察
発表情報:
日本機械学会論文集. A編 = Transactions of the Japan Society of Mechanical Engineers. A 巻: 70 号: 691 ページ: 377 - 382
キーワード:
概要:
The objective of this study is to apply the element-free Galerkin method (EFGM) to the dynamic crack problem for evaluating dynamic fracture mechanics parameters. The EFGM is first applied to a stationary crack problem under dynamic loading. Then we apply the EFGM to a generation phase problem of dynamic crack growth. Both results obtained from the EFGM analysis are compared with those of the FEM analysis using a very fine finite element mesh or the moving singular element technique. It is found that the EFGM analysis has enough accuracy both for a stationary crack problem under dynamic loading and for a dynamic crack problem, compared with the FEM analysis. Moreover, the EFGM has the advantage of selecting arbitrary integral paths or moving integral paths for the J-integral without restriction of elements in the EFGM.
抄録:

英語フィールド

Author:
HAGIHARA Seiya;TSUNORI Mitusyoshi;IKEDA Toru;MIYAZAKI Noriyuki
Title:
Study of Application of Element-Free Galerkin Method to Dynamic Crack Problem
Announcement information:
Transactions of the Japan Society of Mechanical Engineers Series A Vol: 70 Issue: 691 Page: 377 - 382
An abstract:
The objective of this study is to apply the element-free Galerkin method (EFGM) to the dynamic crack problem for evaluating dynamic fracture mechanics parameters. The EFGM is first applied to a stationary crack problem under dynamic loading. Then we apply the EFGM to a generation phase problem of dynamic crack growth. Both results obtained from the EFGM analysis are compared with those of the FEM analysis using a very fine finite element mesh or the moving singular element technique. It is found that the EFGM analysis has enough accuracy both for a stationary crack problem under dynamic loading and for a dynamic crack problem, compared with the FEM analysis. Moreover, the EFGM has the advantage of selecting arbitrary integral paths or moving integral paths for the J-integral without restriction of elements in the EFGM.


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