書誌事項
- タイトル別名
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- Characteristics of Steel and PET Fiber-Reinforced Mortar in Four-Point Bending
- コウ センイ ト PET センイ ホキョウ モルタル ノ 4テン マゲ トクセイ
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抄録
Characteristics of two types of fiber-reinforced mortar in four-point bending are discussed and compared in this paper. One is steel fiber-reinforced mortar that was introduced to Japan in 1960s. Another is PET (Polyethylene Terephthalate) fiber-reinforced mortar that was recently invented and right now information about its characteristics is still very limited.<BR>Two types of fiber-reinforced mortar were tested in a servo-controlled testing machine to obtain a complete load-deflection curve or a curve in pre and post failure regions. Photographs of a sample were taken in the four-point bending test to evaluate the crack length and the crack opening displacement (COD). <BR>Testing results indicated that the bending strength of two types of fiber-reinforced mortar was increased considerably compared with that of a plain mortar. Peak and residual strength of PET fiber-reinforced mortar was found to be slightly weaker than that of steel fiber-reinforced mortar, however, PET fiber elongated easily, therefore wider crack width was permissible. It was also shown that the peak strength can be theoretically estimated by the stress-strain curve obtained in uniaxial tensile test as pointed out formerly by Okubo et al.<BR>Right now, usage of PET fiber-reinforced mortar is still very limited, however, the results obtained in this study indicate promising future of PET fiber-reinforced mortar. Especially, it is considered to be appropriate for usage under severe environmental conditions and construction in narrow space such as path through forest or winding road.
収録刊行物
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- 資源と素材
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資源と素材 123 (2), 75-81, 2007
一般社団法人 資源・素材学会
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詳細情報 詳細情報について
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- CRID
- 1390001205275922432
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- NII論文ID
- 10018576832
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- NII書誌ID
- AA12188381
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- ISSN
- 18840450
- 18816118
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- NDL書誌ID
- 8727710
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可