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

Turn off MathJax

Article Contents

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

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

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

Citation:

PDF( 0 KB)

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

FullText(HTML)

References(10)

References

P C J.Composite Structure Methods[M].McGraw-Hill BookCompany inc,1976: 121-150.

[2] 装配整体梁板研究专题科研组.装配整体梁板设计方法的试验研究[J].建筑结构学报,1980(6): 1-19.

[3] Zoltn V Nagy I S.Composite Slab Design[M].1998:14-16.

[4] Sebastian W M,Mcconnel R E.Nonlinear FE analysis of steel －concrete composite structures [J].Journal of StructuralEngineering.2000,126(6): 662-674.

[5] Izzuddin B A,Tao X Y,Elghazouli A Y.Realistic modeling ofcomposite and reinforced concrete floor slabs under extremeloading.I: Analytical method [J].Journal of StructuralEngineering.2004,130(12): 1972-1984.

[6] 吴方伯,郑伦存,曾垂军.PK 预应力混凝土叠合楼盖体系探讨[J].建筑技术开发,2005,32(4): 23-24.

[7] 周旺华.现代混凝土叠合结构[M].北京: 中国建筑工业出版社,1998: 1-10.

[8] 吴方伯.一种带肋预应力钢筋混凝土预制构件板[P].中国: 200410046665.2,2005-03-23.

[9] 吴方伯.一种钢筋混凝土拼装楼板[P].中国:200420036194.2,2005-07-27.

[10] 钱永梅,邹超英,尹新生.混凝土单向薄板叠合成矩形板的双向受力性能分析[J].哈尔滨建筑大学学报,2002,35(1):39-42.

Relative Articles

Supplements(0)

Cited By

Proportional views