Experimental Study on Reinforced Concrete Superposed Slabs

Abstract:

With the improvement of the level of architectural science and technology and the modern development of the residential industry higher requirement on building materials and environmental protection was brought forward．Based on the static loading experiment of four reinforced concrete floor slabs, two ordinary and two superimposed with connections, the paper studied their loading mechanism and bending performance, such as deformation, cracks, bearing limit and fail characteristics. Finally, proposals for superimposed slabs' design were put forward, popularization and application of new composite wall plate provides realistic basis.

• Periodical: Applied Mechanics and Materials (Volumes 256-259)
• Pages: 684-688
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.256-259.684
• Online since: December 2012
• Authors: Yun Lin Liu, Wan Yun Yin, Gang Wang, Ke Wei Ding, Ren Cai Jin, Shou Chen Liu
• Keywords: Connection Disposal, Reinforced Concrete Superimposed Floor Slab, Static Loading Experiment, Superposed

References

[1] Zhengang Yao, Zuhua Liu, Building structure test, Shanghai: Tongji University Press, (1996)

[2] Wanghua Zhou, Modern concrete composite structures, Beijing: China Building Industry Press, (1998)

[3] Hongya Che, Qingrong Yu, Ziqiang Dai, The principle of reinforced concrete structures, Tianjin: Tianjin University Press, (1990)

[4] Shunbo Zhao, Xinzhong Zhang, Concrete composite structure design theory and application, Beijing: China Water Power Press, (2001)

[5] Concrete Structure Test Method Standard, GB50152-92, People's Republic of China national standards, Beijing: China Building Industry Press, (2002)

[6] Design of Concrete Structures, GB50010-2002, People's Republic of China national standards, Beijing, Beijing: China Building Industry Press, (2002)