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- HARUGUCHI Naoki
- Graduate School of Engineering, Tokyo City University
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- CHANG Youngha
- Graduate School of Engineering, Tokyo City University
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- MUKAI Nobuhiko
- Graduate School of Engineering, Tokyo City University
Bibliographic Information
- Other Title
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- 複数要因を考慮したコンクリート壁に生ずる 亀裂の 3 次元シミュレーション
- フクスウ ヨウイン オ コウリョ シタ コンクリートヘキ ニ ショウズル キレツ ノ 3ジゲン シミュレーション
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Abstract
In this paper, we propose a 3D simulation of cracks generated on concrete walls by considering multiple factors such as drying shrinkage and alkali-aggregate reaction. The proposed method divides the concrete into small voxels, and voxels are connected with springs. The simulation model is 3D-RBSM (3 Dimensional Rigid Body Spring Model) so that each voxel is not deformed. In addition, cracks grow as time passes by changing the spring strength according to the crack growth. As the result of the simulation, we have confirmed that cracks generated on the concrete wall are expanded into the inside of the concrete.
Journal
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- Reports of the Technical Conference of the Institute of Image Electronics Engineers of Japan
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Reports of the Technical Conference of the Institute of Image Electronics Engineers of Japan 17.04 (0), 13-16, 2018
The Institute of Image Electronics Engineers of Japan
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Details 詳細情報について
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- CRID
- 1390285300171870336
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- NII Article ID
- 130007868453
- 40021515343
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- NII Book ID
- AN1059086X
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- ISSN
- 13426893
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- NDL BIB ID
- 028929170
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- CiNii Articles
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- Abstract License Flag
- Disallowed