Experimental Study on Flexural Behavior of Different Damages Prestressed Concrete Hollow Slabs Strengthened with CFRP

Juan Han; Yin Liang

doi:10.4028/www.scientific.net/AMM.351-352.592

Paper Titles

Study for Dynamic Stability Behavior of I-Section Cantilever Beam under Axis Compressive Load
p.574

Numerical Study on Precast RC Wall Panels with Angle Steel Boundary Components
p.578

Individual Anchored Strength Experimental Research for Prestressed End with Local Area Pressure
p.583

Debonding Behaviors of CFRP Strengthened RC Beams with Weak Interfaces
p.587

Experimental Study on Flexural Behavior of Different Damages Prestressed Concrete Hollow Slabs Strengthened with CFRP
p.592

Study on Seismic Behavior of Large Bay Brick Masonry Structures with Fewer Internal Longitudinal Walls
p.596

Mechanical Properties of New Type Cold-Formed Steel Box-Shaped Component Welding Section Members
p.601

Research on the Axial Compressive Performance of the Concrete-Filled Steel Shear Wall with Binding Bars
p.610

Temperature Field Analysis of Steel Reinforced Concrete Column in Fire
p.615

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Experimental Study on Flexural Behavior of...

Experimental Study on Flexural Behavior of Different Damages Prestressed Concrete Hollow Slabs Strengthened with CFRP

Abstract:

The purpose of this paper is to focus on studying its flexural behavior after different damages prestressed concrete hollow slab is strengthened with CFRP.By the experimental method, twelve residential prestressed concrete hollow slabs are tested under concentrated force at the two points of the symmetrical load in order to analyze both flexural behavior and effects factored by different bonding modes.The conclusion can be drawn that the flexural behavior of prestressed concrete hollow slabs strengthened with CFRP is well-tried.It provides design suggestions and reference for prestressed concrete hollow slabs strengthened with CFRP, and also provides an experimental basis for the repairing and reinforcing practical engineering application in Wenchuan disaster area.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 351-352)

Pages:

592-595

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.351-352.592

Citation:

Cite this paper

Online since:

August 2013

Authors:

Juan Han, Yin Liang

Keywords:

Carbon Fiber Reinforced Polymer/Plastic (CFRP), Different Damage, Flexural Behavior, Prestressed Concrete Hollow Slab, Strengthen

Export:

RIS, BibTeX

Price:

Permissions:

Request Permissions

References

[1] Ye Lieping, Cui Wei, Yue Qingrui, Hu Kongguo. Analysis and Calculation of Flexural Strength of RC Members Strengthened with CFRP Sheet. Journal of Building Structure. 2001, 31(3). (In Chinese).

Google Scholar

[2] Yan Changwang, Liu Shuguang, Wang Yuqing. Experimental Study of the Flexural Capacity of Prestressed RC Hollow Core Slabs Strengthened by CFRP. Journal of China University of Mining & Technology. 2008, 37(2). (In Chinese).

DOI: 10.4028/www.scientific.net/amm.507.311

Google Scholar

[3] Mo Cexian, Zhang Peng, Li Bing, WeiYongle, MengWenliu. Experimental Research of Flexural Behaviour of Prestressed Concrete Hollow Slabs Strengthened with CFRP Plate. Construction Technology. 2006, 35(10). (In Chinese).

Google Scholar

[4] Jia Tingyue. Experimental Research and Flexural Analysis on Hollow Slab Strengthened with Carbon Fiber Reinforced Polymer. Journal of Highway Engineering. 2009, 34(1). (In Chinese).

Google Scholar

[5] Yan Changwang, Liu Shuguang, Wang Gang. Experimental study on flexural behavior of prestressed RC hollow slab strengthened with CFRP. Journal of Liaoning Techical University(Nature Science). 2008, 27(5). (In Chinese).

Google Scholar

[6] Fu Shifeng. Experimental Study On Flexural Behavior Of Strengthened Reinforced Concrete Beams With Different Damages. Hebei University of Technology Master Paper. 2006. (In Chinese).

Google Scholar