EXPERIMENTAL STUDY ON MECHANICAL PROPERTY OF STIFFENING RIBBED HOLLOW PIPE CAST-IN-PLACE REINFORCED CONCRETE GIRDERLESS FLOOR

Yang Weijun; Zhang Zhenhao; Liu Chenwei

doi:10.13204/j.gyjz201009013

Volume 40 Issue 9

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(9): 41-47

Yang Weijun, Zhang Zhenhao, Liu Chenwei. EXPERIMENTAL STUDY ON MECHANICAL PROPERTY OF STIFFENING RIBBED HOLLOW PIPE CAST-IN-PLACE REINFORCED CONCRETE GIRDERLESS FLOOR[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 41-47. doi: 10.13204/j.gyjz201009013

Citation:

Yang Weijun, Zhang Zhenhao, Liu Chenwei. EXPERIMENTAL STUDY ON MECHANICAL PROPERTY OF STIFFENING RIBBED HOLLOW PIPE CAST-IN-PLACE REINFORCED CONCRETE GIRDERLESS FLOOR[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 41-47. doi: 10.13204/j.gyjz201009013

Citation:

Yang Weijun, Zhang Zhenhao, Liu Chenwei. EXPERIMENTAL STUDY ON MECHANICAL PROPERTY OF STIFFENING RIBBED HOLLOW PIPE CAST-IN-PLACE REINFORCED CONCRETE GIRDERLESS FLOOR[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 41-47. doi: 10.13204/j.gyjz201009013

PDF( 0 KB)

EXPERIMENTAL STUDY ON MECHANICAL PROPERTY OF STIFFENING RIBBED HOLLOW PIPE CAST-IN-PLACE REINFORCED CONCRETE GIRDERLESS FLOOR

doi: 10.13204/j.gyjz201009013

1.
College of Bridge and Structure Engineering,Changsha University of Science and Technology,Changsha 410076,China

Received Date: 2009-11-24
Publish Date: 2010-09-20

Abstract

Abstract

Stiffening ribbed hollow pipe cast-in-place reinforced concrete girderless floor is a new style hollow girderless floor system. Model experimental research on simply-supported floor has been done on this new kind of floor system. The experiment results show that the floor system has the mechanical property of high bearing capacity,big rigidity and good tensility. A theoretical method is presented that the stiffening ribbed hollow pipe girderless floor can be analyzed by converting it equivalently to orthotropic solid slab. It is indicated that the method is correct and reasonable according to the contrast of theoretical calculated results and experimental measured results. The theoretical results coincide with the measured results well.
- stiffening ribbed hollow pipe,
- cast-in-place reinforced concrete girderless floor,
- experiment,
- analogous orthotropic plate,
- rigidity

FullText(HTML)

References(8)

References

[2] 陈静茹.现浇钢筋混凝土空心板无梁楼盖体系的分析研究[D].武汉:武汉理工大学，2003.

黄炎.弹性薄板理论[M].长沙:国防科技大学出版社，1992.

[3] Yang Wei Jun， Zhang Zhen Hao， Liu Chen Wei，etc.Experimental Study on Simply Supported Slab of ReinforcedConcrete Stiffening Ribbed Hollow Pipe Girderless Floor[J].Advances in Structural Engineering，2006:1502-1507.

[4] 沈蒲生.楼盖结构设计原理[M].北京:科学出版社，2003.

[5] Sherif Alaa G，Dilger Walter H.Test of Full-Scale ContinuousReinforced Concrete Flat Slabs[J].ACI STRUCTURALJOURNAL，2000，97(3):95-99.

[6] 胡肇滋，吴宜凤.箱梁桥跨结构比拟正交构造异性板的刚度计算[C]∥全国桥梁结构学术大会，1992:368-371.

[7] Abdul Wahab Hashim M S，Khalil Mohammad H.Rigidity andStrength of Orthotropic Reinforced Concrete Waffle Slabs[J].Journal of Structural Engineering，2000:124-127.

[8] Yang Weijun，Jiang Yaohua，Bing Han，et al.ExperimentalStudy on Honeycombed-Core Reinforced Concrete Hollow Floorwith Four Edges Simply Supported[J].Advances in StructuralEngineering，2006:1497-1501.

Relative Articles

Supplements(0)

Cited By

Proportional views