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자료유형
학술저널
저자정보
Wu, Bo (State Key Laboratory of Subtropical Building Science, Department of Civil Engineering, South China Univ. of Technology) Xu, Zhe (State Key Laboratory of Subtropical Building Science, Department of Civil Engineering, South China Univ. of Technology) Ma, Zhongguo John (Department of Civil and Environmental Engineering, University of Tennessee Knoxville) Liu, Qiongxiang (Shenzhen General Institute of Architectural Design and Research) Liu, Wei (State Key Laboratory of Subtropical Building Science, Department of Civil Engineering, South China Univ. of Technology)
저널정보
테크노프레스 Structural engineering and mechanics : An international journal Structural engineering and mechanics : An international journal 제40권 제3호
발행연도
2011.1
수록면
411 - 429 (19page)

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In the past decades, recycling use of demolished concrete was almost limited to the types of recycled coarse aggregate with a size of about 5-40 mm and recycled fine aggregate with a size of about 0-5 mm for concrete structures, and reuse of demolished concrete lumps (DCLs) with a size much larger than that of recycled aggregate, e.g., 50-300 mm, has been limited to roadbed, backfilling materials, or discarded to landfills. Treatment processes of DCLs are much simpler than those of recycled aggregate, leading to less cost and more energy-saving. In the future, the amount of demolished concrete is estimated to be much higher, so reuse of DCLs for concrete structures will become necessary. The objectives of this paper are to document the process of making reinforced concrete beams with DCLs, and to discuss the flexural and shear behaviors of those reinforced DCL beams through an experimental program, which includes three beams filled with DCLs and one conventional beam for investigating the flexural strengths and deformations, and 12 beams filled with DCLs and two conventional beams for investigating the shear strengths and deformations. The authors hope that the proposed concept offers another sustainable solution to the concrete industry.

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