EXPERIMENTAL STUDY ON CONNECTIONS OF SUPERIMPOSED SLABS

Ye Xianguo; Hua Hegui; Xu Tianshuang; Wang Decai

doi:10.13204/j.gyjz201001016

Volume 40 Issue 1

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(1): 59-63

Shi Qingxuan, Yang Kun, Jiang Weishan, Zhang Xinghu, Meng He. RESEARCH OF HSC COLUMNS BEHAVIOR CONFINED BY HIGH-STRENGTH STIRRUPS UNDER ECCENTRIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 76-80. doi: 10.13204/j.gyjz200910019

Citation:

Ye Xianguo, Hua Hegui, Xu Tianshuang, Wang Decai. EXPERIMENTAL STUDY ON CONNECTIONS OF SUPERIMPOSED SLABS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 59-63. doi: 10.13204/j.gyjz201001016

Citation:

Ye Xianguo, Hua Hegui, Xu Tianshuang, Wang Decai. EXPERIMENTAL STUDY ON CONNECTIONS OF SUPERIMPOSED SLABS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 59-63. doi: 10.13204/j.gyjz201001016

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EXPERIMENTAL STUDY ON CONNECTIONS OF SUPERIMPOSED SLABS

doi: 10.13204/j.gyjz201001016

1.
1. School of Civil and Hydraulic Engineering,Hefei University of Technology,Hefei 230009,China;
2.
2. MCC Central Research Institute of Building and Construction Co.Ltd,Beijing 100088,China

Received Date: 2009-03-10
Publish Date: 2010-01-20

Abstract

Abstract

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 capacity and fail modes.With the FEA program,ANSYS,adopted,the nonlinear numerical simulation of the slabs under the monotonous static load is done,and the corresponding results are compared with the experimental ones.Finally,proposals for superimposed slabs' design are put forward.
- superimposed slabs,
- connection disposal static,
- loading experiment,
- nonlinear numerical simulation

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References(3)

References

GB 5015292混凝土结构试验方法标准[S].

[2] 徐天爽,徐有邻.双向叠合板拼缝传力性能的试验研究[J].建筑科学,2003,19(6):43-46.

[3] 聂建国,陈必磊.钢筋混凝土叠合板的试验研究[J].工业建筑,2003,33(12):11-14.

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