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破壊エネルギ基準によるコンクリートの有限要素解析
https://fukuyama-u.repo.nii.ac.jp/records/8070
https://fukuyama-u.repo.nii.ac.jp/records/8070a13bf59b-4082-454a-b088-6f2dfc64cc3f
名前 / ファイル | ライセンス | アクション |
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KJ00005781451.pdf (496.5 kB)
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Item type | 紀要論文(ELS) / Departmental Bulletin Paper(1) | |||||
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公開日 | 2000-10-01 | |||||
タイトル | ||||||
タイトル | 破壊エネルギ基準によるコンクリートの有限要素解析 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Finite Element Analysis of Concrete Based on Fracture Energy Criterion | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | コンクリート | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 有限要素法 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 破壊エネルギ | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 圧縮破壊 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 圧縮軟化 | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Concrete | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Finite Element Method | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Fracture Energy | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Compression Failure | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Compression Softening | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | departmental bulletin paper | |||||
ページ属性 | ||||||
内容記述タイプ | Other | |||||
内容記述 | P(論文) | |||||
著者名(日) |
寺井, 雅和
× 寺井, 雅和 |
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著者名よみ | ||||||
識別子Scheme | WEKO | |||||
識別子 | 43273 | |||||
姓名 | テライ, マサカズ | |||||
著者名(英) | ||||||
識別子Scheme | WEKO | |||||
識別子 | 43274 | |||||
姓名 | TERAI, Masakazu | |||||
言語 | en | |||||
著者所属(日) | ||||||
値 | 福山大学工学部建築学科 | |||||
抄録(英) | ||||||
内容記述タイプ | Other | |||||
内容記述 | In FEM analysis of softening path, it is widely known that mesh size and shape of element noticeably cause mesh dependence problem. This paper shows that the mesh dependence can be avoided by mean of finite element with the fracture energy criterion. By FEM with the fracture energy criterion, various numerical simulations of uni-axial compressive concrete's members demonstrate. The result of this analysis is in agreement with the experimental value, and no mesh dependence is confirmed by this method. | |||||
雑誌書誌ID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00217655 | |||||
書誌情報 |
福山大学工学部紀要 巻 24, p. 69-73, 発行日 2000-10 |