3次元離散型有限要素モデルによる石造アーチ橋の静的・動的強度解析

瀬戸山 雄, 浅井 光輝, 原崎 健輔, 川崎 巧, 福田 英二

研究成果: Contribution to journalArticle査読

抄録

A stone arch bridge is one of the excellent heritages in the civil engineering. In order to maintain and to evaluate the seismic response of these bridges, this paper proposes a numerical analysis tool by using the finite element method as a discrete deformation analysis incorporated with the friction-contact analysis. We call this method “Discrete Finite Element Model” in this paper, and we implement this numerical analysis with commercial FE software “LS-DYNA”. The realistic FE meshes are generated, and material properties are acquired by material testing. Finally, efficiency and applicability of the 3-Dimensional FE model are demonstrated with numerical results for a static loading test and a dynamic response with one of the observed seismic waves at Kumamoto earthquake 2016.
寄稿の翻訳タイトルStatic and dynamic strength analysis of stone arch bridges using a 3-Dimensional discrete finite element model
本文言語Japanese
ページ(範囲)36-48
ページ数13
ジャーナル構造工学論文集 A
63
0
DOI
出版ステータス出版済み - 2017

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