THEORETICAL STUDY ON TWO-WAY EFFECTS OF CONCRETE COMPOSITE SLAB WITH PRECAST PRESTRESSED RIBBED PANEL

Wu Fangbo; Huang Hailin; Chen Wei; Zhou Xuhong; Liu Biao

doi:10.13204/j.gyjz201011015

Volume 40 Issue 11

May 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(11): 55-58

Zhang Jiayuan, Wu Yun, He Peng. RESEARCH ON FATIGUE LIFE OF CFST TUBULAR JOINTS BASED ON BILINEAR MODEL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 122-125. doi: 10.13204/j.gyjz201011029

Citation:

Wu Fangbo, Huang Hailin, Chen Wei, Zhou Xuhong, Liu Biao. THEORETICAL STUDY ON TWO-WAY EFFECTS OF CONCRETE COMPOSITE SLAB WITH PRECAST PRESTRESSED RIBBED PANEL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 55-58. doi: 10.13204/j.gyjz201011015

Zhang Jiayuan, Wu Yun, He Peng. RESEARCH ON FATIGUE LIFE OF CFST TUBULAR JOINTS BASED ON BILINEAR MODEL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 122-125. doi: 10.13204/j.gyjz201011029

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THEORETICAL STUDY ON TWO-WAY EFFECTS OF CONCRETE COMPOSITE SLAB WITH PRECAST PRESTRESSED RIBBED PANEL

doi: 10.13204/j.gyjz201011015

1.
1. College of Civil Engineering Hunan University,Changsha 410082,China;
2.
2. Hunan Gaolin Construction Group Stock Limited Company,Changsha 410153,China

Received Date: 2010-03-11
Publish Date: 2010-11-20

Abstract

Abstract

New type of two-way concrete composite slab with precast prestressed ribbed panel(including preparative holes in the rib) is put forward to solve the problems in traditional prestressed concrete composite floor.Based on the particular structural feature and integral action between precast ribbed panel and combined interface concrete two-way effects are proposed.The finite element analysis by ANSYS10.0 program is conducted.The existence and the variation tendency of two-way effects under the loads in different conditions are researched by large numbers of models,which provides a basis for the further investigation on property of the floor structure.
- precast,
- prestressed concrete,
- ribbed panel,
- composite slab,
- two-way effect,
- theoretical study

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References(10)

References

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