The Experimental Study and Finite Element Analysis on Deflection of RC Two-Way Slabs Reinforced with CFRP

Wen Sheng Li; Xiao Wei Wang; Xiao Wu Deng

doi:10.4028/www.scientific.net/AMR.368-373.2291

Paper Titles

Finite Element Analysis of Double-Walled Steel Box Cofferdam
p.2268

Prediction Model for Dam Displacement Based on Decoupling Analysis Using Wavelet Packet Energy Spectrum
p.2274

Displacement Monitoring Method Based on Inclination Measurement
p.2280

Applications of Fiber Bragg Grating in Strain Measurement of Concrete Bridge
p.2286

The Experimental Study and Finite Element Analysis on Deflection of RC Two-Way Slabs Reinforced with CFRP
p.2291

Dynamic Elasto-Plastic Analysis on the Steel Spatial Arch Truss with 60m Span and 0.1 Rise-Span Ratio
p.2295

Damage Alarming Method Based on Statistics to a Benchmark Structure
p.2299

Study on Ground Motion Parameters of Seismic Appraisal for Existing Structures Based on Residual Service Life
p.2303

Rapid Detection Method of Dr Value of Large Particle Size Filter Materials in Earth Rock-Filling Dam of NuoZhadu
p.2309

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 368-373The Experimental Study and Finite Element Analysis...

The Experimental Study and Finite Element Analysis on Deflection of RC Two-Way Slabs Reinforced with CFRP

Abstract:

The rule of stiffness and deflection change of reinforced concrete two-way slabs strengthened by CFRP was discussed after test research. The results were analyzed with ANSYS finite element software and compared with test results, and the ANSYS finite element analysis results agreed well with test results. It shows that CFRP can improve the flexural stiffness of reinforced concrete two-way slabs and effectively restrain deflection deformation of them. So ANSYS analysis results can provide reference for the test and engineering.

You might also be interested in these eBooks

Advances in Civil Engineering and Architecture Innovation

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

2291-2294

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.368-373.2291

Citation:

Cite this paper

Online since:

October 2011

Authors:

Wen Sheng Li, Xiao Wei Wang, Xiao Wu Deng

Keywords:

Carbon Fiber Reinforced Polymer/Plastic (CFRP), Deflection, Finite Element Analysis (FEA), Reinforce, Two-Way Slabs

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Jinguang Teng, Jianfei Chen, S.T. Smith, etc. FRP reinforced concrete structure [M]. China architecture &building press, 2005:132-143.

Google Scholar

[2] China engineering construction standardization association standards.CECS146:2003 Technical specification for strengthening concrete structure with carbon fiber reinforced polymer laninate[ S] . Beijing: China plans press, 2003.

Google Scholar

[3] National Standards of Peoples Republic of China.GB/T50081 2002, Standard for test methods of mechanical properties of ordinary concrete [S]. Beijing: China architecture &building press, 2002.

Google Scholar

[4] National Standards of Peoples Republic of China.GB1499.1-2007, The steel of reinforced concrete part 1: plain round rebar [S]. Beijing: China architecture &building press, 2002.

Google Scholar

[5] National Standards of Peoples Republic of China.. GB50010-2002, Design Code of Concrete Structure [S]. Beijing: China architecture &building press, 2002.

Google Scholar