Flexural and Shear Failure Tests of Reinforced Concrete Beams with Low Grade Recycled Aggregate
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説明
Under ecological and natural resource shortage aspects, structural behavior of the reinforced concrete beams using low grade recycled aggregate has been investigated through six static load test specimens with various moisture conditions and mix proportions of aggregate. Using the recycle aggregate instead of normal aggregate, no obvious degradation was observed in flexural strength, while 30% reduction in shear strength.
収録刊行物
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- Memoirs of the Faculty of Engineering Osaka City University
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Memoirs of the Faculty of Engineering Osaka City University 50 29-36, 2009-12
GRADUATE SCHOOL OF ENGINEERING OSAKA CITY UNIVERSITY
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詳細情報 詳細情報について
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- CRID
- 1050282677422750848
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- NII論文ID
- 110007463660
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- NII書誌ID
- AA0073257X
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- ISSN
- 00786659
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- 本文言語コード
- en
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- 資料種別
- departmental bulletin paper
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- データソース種別
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- IRDB
- CiNii Articles
