Study on Crack Resistance of Steel Fiber Reinforced Self-Stressing Concrete in Old Bridge Reinforcement

Article Preview

Abstract:

Steel Fiber Reinforced Self-stressing Concrete (SFRSSC) is a new type of fiber reinforced composite material. It has various applications in civil engineering for its well known superior properties such as self-expansive performance and high tensile resistance. However, it is not widely accepted as an effective reinforcement in the rehabilitation of the old bridges at present. The primary goal of this research is to apply SFRSSC to improve the crack resistance in the negative bending moment areas of the old bridges. Firstly, a computer analysis on the internal force of the continuous T-beams with 5 spans is given in this paper. The results show that the expansive action of SFRSSC can effectively decrease the internal force in the negative bending moment area. Meanwhile, based on the experiments of 5 composite concrete inverted T-beams, the crack resistance of the beams reinforced with SFRSSC layers is investigated. The test results obviously indicated that the composite layers enhanced the cracking moments 44.9% more than conventional concrete layers, though its height is only 13.9% of the cross section height. It is concluded that the continuous beams strengthened by SFRSSC has greatly improved the crack resistance in negative bending moment areas compared with the continuous beams strengthened by conventional concrete. According to the existing theoretical models, a procedure how to determine the self-stress is supplied and a formula which evaluating the crack resistance of composite T-beams in negative moment area is deduced in order to supply references to the old bridge rehabilitation design.

You might also be interested in these eBooks

Info:

Periodical:

Key Engineering Materials (Volumes 400-402)

Pages:

543-548

Citation:

Online since:

October 2008

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2009 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] K. Habel, J.P. Charron, E. Denarie and E. Bruhwiler: Autogenous Deformations and Viscoelasticity of UHPFRC in Structures, Magazine of Concrete Research, Vol. 58, No. 3, (2006), pp.135-145.

DOI: 10.1680/macr.2006.58.3.135

Google Scholar

[2] Katrin Habel, Emmanuel Denarie and Eugen Bruhwiler: Experimental Investigation of Composite Ultra-High Performance Fibre-Reinforced Concrete and Conventional Concrete Members, ACI Structural Journal, Vol. 104, No. 1, (2007), pp.93-101.

DOI: 10.14359/18437

Google Scholar

[3] Dai Jianguo: Theory for Calculating Deformation and Self-stress of Reinforced Steel Fibre Self-stressing concrete, Doctoral Dissertation of Dalian University of Technology, (2000), pp.1-8.

Google Scholar

[4] Zhang Ming: Study on the Fundamental Mechanical Performance of Steel Fibre Reinforced Self-stress/Expansive Concrete, Masteral Dissertation of Dalian University of Technology, (2000), pp.29-43.

Google Scholar

[5] China Highway Planning and Design Institute: Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts, China Communications Press, Beijing, (2004), pp.58-59.

Google Scholar

[6] China Academy of Building Research: Code for Design of Concrete Structures, China Architecture and Building Press, Beijing, (2002), pp.37-39.

Google Scholar

[7] Huang Chengkui: Fibre Reinforced Concrete Structure, China Machine Press, Beijing, (2005), pp.133-135.

Google Scholar