Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Study on the Recycled Concrete Beam’s Stiffness
The intent of this paper is to investigate the flexural behavior of 4 recycled concrete simply-supported beams with same percentage of reinforntage of reinforcement and axial compressive strength but different replacement ratio of recycled aggregates. Besides the flexural capacity of normal section, the characteristics of both deflection and cracking are analyzed. Based on the experiment results, the following conclusions are drawn. In bending, the recycled concrete beam also has elastic, cracking, yield and ultimate point. The ultimate moment of recycled concrete beam can be estimated by the formula suggested by present code.
Study on the Recycled Concrete Beam’s Stiffness
The intent of this paper is to investigate the flexural behavior of 4 recycled concrete simply-supported beams with same percentage of reinforntage of reinforcement and axial compressive strength but different replacement ratio of recycled aggregates. Besides the flexural capacity of normal section, the characteristics of both deflection and cracking are analyzed. Based on the experiment results, the following conclusions are drawn. In bending, the recycled concrete beam also has elastic, cracking, yield and ultimate point. The ultimate moment of recycled concrete beam can be estimated by the formula suggested by present code.
Study on the Recycled Concrete Beam’s Stiffness
Yu, Fang (Autor:in) / Yin, Can-Bin (Autor:in) / Jiang, Min (Autor:in)
2012
4 Seiten
Aufsatz (Konferenz)
Englisch
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