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ファイル | 記述 | サイズ | フォーマット | |
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ijcm_preprint_201803.ohsaki.pdf | 1.87 MB | Adobe PDF | 見る/開く |
タイトル: | A comprehensive numerical simulation of steel-concrete composite beam incorporating compressive failure of concrete |
著者: | Pal, Mahendra Kumar Yamashita, Takuzo Miyamura, Tomoshi Ohsaki, Makoto ![]() ![]() ![]() |
著者名の別形: | 大﨑, 純 |
キーワード: | E-Simulator Composite Beam Finite Element Method Solid Element Drucker-Prager Model Compressive Failure |
発行日: | Sep-2019 |
出版者: | World Scientific Publishing |
誌名: | International Journal of Computational Methods |
巻: | 16 |
号: | 6 |
論文番号: | 1840028 |
抄録: | We present a high delity numerical simulation technique to analyze the non-linear behavior of a composite beam under cyclic loading. The analysis is performed by using the in-house software called E-Simulator. A constitutive model for concrete; extended Drucker-Prager model considering the compressive failure and the tensile crack has been employed and the parameters are identi ed so that compressive and tensile behavior of concrete can be reproduced. The relation between the bending moment and deflection angle of a composite beam has been analyzed and compared with experimental results. Damage propagation and sti ness degradation results of concrete slab are demonstrated. |
著作権等: | This is preprint of an article submitted for consideration in 'International Journal of Computational Methods'. © 2017 copyright World Scienti c Publishing Company (http://www.worldscienti c.com/worldscinet/ijcm). |
URI: | http://hdl.handle.net/2433/229534 |
DOI(出版社版): | 10.1142/S0219876218400285 |
出現コレクション: | 学術雑誌掲載論文等 |

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