Experimental Study on Flexural Behavior of Different Damages Prestressed Concrete Hollow Slabs Strengthened with CFRP-Reference-Cited by-同舟云学术

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

Published:2013-08 Issue: Volume:351-352 Page:592-595
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Han Juan¹,Liang Yin²

Affiliation:

1. Mianyang Vocational and Technology College

2. Southwest University of Science and Technology

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.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.351-352.592.pdf

Reference6 articles.

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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).

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).

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).

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).

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