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Experimental study on box shape steel reinforced concrete beam 被引量:3
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作者 杨春 蔡健 《Journal of Southeast University(English Edition)》 EI CAS 2005年第4期463-468,共6页
Experimental study on the fundamental behavior of box shape steel reinforced concrete (SRC) beams was conducted. Seven 1 : 3 scale model SRC beams were tested to failure. The experimental results indicate that the ... Experimental study on the fundamental behavior of box shape steel reinforced concrete (SRC) beams was conducted. Seven 1 : 3 scale model SRC beams were tested to failure. The experimental results indicate that the flexural strength increases with the increase of the ratio of flexural reinforcement and the thickness of flange of the shape steel; the shear strength increases with the increase in the thickness of the web of the shape steel. Concrete filled in the box shape steel can prevent the early failure of specimens due to the buckling of the box shape steel, and increase the ultimate load. Measures should be made to strengthen the connection and co-work between the shape steel and the concrete. Formulae for flexural and shear strength of the composite beams are proposed, and the calculated results are in good agreement with the experimental results. In general, the box shape SRC beam is a kind of ductile member, and it is suitable for extensive engineering application. 展开更多
关键词 steel reinforced concrete (SRC) experimental study ultimate strength box shape steel
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