Techno Press
Techno Press

Structural Engineering and Mechanics
  Volume 40, Number 3, November10 2011 , pages 411-429
DOI: https://doi.org/10.12989/sem.2011.40.3.411
 


Behavior of reinforced concrete beams filled with demolished concrete lumps
Bo Wu, Zhe Xu, Zhongguo John Ma, Qiongxiang Liu and Wei Liu

 
Abstract
    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.
 
Key Words
    demolished concrete; reinforced concrete; beams; sustainability; flexural behavior; shear strength
 
Address
Bo Wu: State Key Laboratory of Subtropical Building Science, Department of Civil Engineering, South China Univ. of Technology, Guangzhou 510640, China
Zhe Xu: State Key Laboratory of Subtropical Building Science, Department of Civil Engineering, South China Univ. of Technology, Guangzhou 510640, China; Shenzhen General Institute of Architectural Design and Research, Shenzhen 518031, China
Zhongguo John Ma: Department of Civil and Environmental Engineering, University of Tennessee Knoxville, 223 Perkins Hall, Knoxville, TN 37996-2010, USA
Qiongxiang Liu: Shenzhen General Institute of Architectural Design and Research, Shenzhen 518031, China
Wei Liu: State Key Laboratory of Subtropical Building Science, Department of Civil Engineering, South China Univ. of Technology, Guangzhou 510640, China; Shenzhen General Institute of Architectural Design and Research, Shenzhen 518031, China
 

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