EFFECT OF PREPARATION OF SPECIMEN ENDS ON MEASURED COMPRESSIVE STRENGTH OF HIGH STRENGTH CONCRETE
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- NOGUCHI Takafumi
- Dept. of Architecture, Faculty of Engineering, The University of Tokyo
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- TOMOSAWA Fuminori
- Dept. of Architecture, Faculty of Engineering, The University of Tokyo
Bibliographic Information
- Other Title
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- 高強度コンクリートの圧縮強度試験結果に及ぼす供試体の上面処理方法の影響
- コウ キョウド コンクリート ノ アッシュク キョウド シケン ケッカ ニ オ
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Description
Testing high strength concrete (HSC) is a critical issue on which no consensus has yet been reached. Among the factors which affect the measured compressive strength, the method of preparation of specimen ends plays the most significant role. The effects of capping materials and the effects of specimen end conditions before capping on the measured compressive strength as well as on the failure mode are investigated experimentally. Additionally finite element analyses are conducted to make clear the optimum end preparation concerning mechanical properties of capping materials and capping thickness. Consequently, cement paste capping with 3mm thickness allows to be applied to HSC and machine grinding is the best method of end preparation of HSC.
Journal
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- Journal of Structural and Construction Engineering (Transactions of AIJ)
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Journal of Structural and Construction Engineering (Transactions of AIJ) 60 (475), 1-7, 1995
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390001205637345024
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- NII Article ID
- 110004303065
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- NII Book ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL BIB ID
- 3624525
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL Search
- Crossref
- CiNii Articles
- OpenAIRE
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- Abstract License Flag
- Disallowed