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- TAKANO Yoshiyuki
- 東京大学 工学系研究科
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- KOJIMA Rieko
- 清水建設 土木事業本部
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- NAGAI Kohei
- 東京大学生産技術研究所 都市基盤安全工学国際研究センター
Bibliographic Information
- Other Title
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- 画像解析システムを用いたHPFRCC梁のせん断特性向上に関する研究
- ガゾウ カイセキ システム オ モチイタ HPFRCCリョウ ノ センダントクセイ コウジョウ ニ カンスル ケンキュウ
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Abstract
High Performance Fiber Reinforced Cementitious Composites (HPFRCC) shows superior tensile ductility, however its shear resistance property at crack surface shows lower performance. It was found to solve this problem that coarse aggregate improves load-carrying resistance for shear. Also, when this material is used as structural element, it is essential to evaluate both wide range of strain distribution and local scale crack behavior appropriately. In this research,image data analysis was adopted to investigate into these two features at the same time in shear beam tests. Through beam tests, the efficiency of course aggregate in terms of contribution for shear performance was observed. Also, problems of image data analysis are pointed out.
Journal
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- SEISAN KENKYU
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SEISAN KENKYU 65 (4), 533-537, 2013
Institute of Industrial Science The University of Tokyo
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Details 詳細情報について
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- CRID
- 1390001204062797824
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- NII Article ID
- 130003384412
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- NII Book ID
- AN00127075
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- ISSN
- 18812058
- 0037105X
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- NDL BIB ID
- 024932853
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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