Experimental Study on Flexural Performance of Prefabricated RC Slabs with Different Rebar Forms at Seam

Hong Yu Zheng; Huai Yan Jiang; Yan Qing Wu; Zhi Qiang Zhao; Yong Chun Zeng; Xiao Hui Cheng

doi:10.4028/www.scientific.net/AMR.1065-1069.1187

Paper Titles

Evaluation of Minimum Stirrups Ratio in Reinforced Concrete Flexural Members
p.1164

Experimental Investigation on the Bearing Capacity of Cold-Formed Thin-Walled Steel-OSB Composite Floor
p.1169

Experimental Research on Factors Affecting Factors of Concrete Strength in Corrosion and Expanding Areas at Initial Stages of Reinforcement
p.1174

Experimental Research on the Behavior of Concrete Columns with Chemical Bonded Reinforcement under Eccentric Compression
p.1181

Experimental Study on Flexural Performance of Prefabricated RC Slabs with Different Rebar Forms at Seam
p.1187

Finite Element Analysis of Stability Bearing Capacity in Moment Plane of Castellated Steel Components
p.1191

Influence of Semi-Rigid Joints on Bearing Capacity of Hold-Welding Beams
p.1195

Overhead Floor Research of Steel Structure Building
p.1199

Parameter Analysis on Bearing Capacity of Concrete-Filled Square Steel Tubular Column to Steel-Encased Concrete Composite Beam Joint with through Diaphragm
p.1203

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Experimental Study on Flexural Performance of...

Experimental Study on Flexural Performance of Prefabricated RC Slabs with Different Rebar Forms at Seam

Abstract:

Four pairs of prefabricated reinforced concrete slabs were designed, cast, cured, assembled and test to investigate the flexural performance of prefabricated underground thin-wall box RC structure. One traditional integrated slab specimen with same size, material and reinforcement was also cast and test for comparison purpose. Four rebar constructional forms were conceived to compare the ability of transferring tension force between two slabs. Symmetric two-points monotonic static load test were performed to attain their flexural performance. The test results indicates: the prefabricated RC slab can provide better deformability and ductility, but the flexural bearing capacity is lower, comparing with cast-in-situ integrated RC slab; steel rebar form at seam have some effect on the flexural bearing capacity of prefabricated RC slab.

You might also be interested in these eBooks

Civil, Structural and Environmental Engineering III

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

1187-1190

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.1187

Citation:

Cite this paper

Online since:

December 2014

Authors:

Hong Yu Zheng*, Huai Yan Jiang, Yan Qing Wu, Zhi Qiang Zhao, Yong Chun Zeng, Xiao Hui Cheng

Keywords:

Experiment, Flexural Performance, Prefabricate, Reinforced Concrete Slab (RC Slab), SEAM

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Pengfei Mu: Mechanic Performance and Application Study on a New Electric Working Well [D]. Shanghai: Tongji University (2007), In Chinese.

Google Scholar

[2] Xuefeng Chao: A Electric Working Well and Its Construction Method, 200510026485. 2 [P]. (2006), China.

Google Scholar

[3] CECS 175: 2004 Technical Specification of Cast-in-situ Concrete Hollow Floor Structure [S]. Beijing (2004).

Google Scholar

[4] Jichao Zhang, Huiying Wang, et al.: Benefit Evaluation of Prefabricated Concrete Structure and Its Development in China [J]. Architecture Technology, Vol. 38, No. 1 (2007): 9-11 (In Chinese).

Google Scholar

[5] Kaozhong Zhao, Ziran Li, et al.: Experimental Study on Mechnical Performance of Assembly Box Concrete Hollow Floor Structure with Assembly Style[J]. Engineering Mechanics, Vol. 28, No. sup. 1 (2011): 145-150 (In Chinese).

Google Scholar