The Strengthening of the Bridge Deck Plates by P.B.O-F.R.C.M Composite Materials

Laura Anania; Antonio Badalà; G. D’Agata

doi:10.4028/www.scientific.net/AMR.548.58

Paper Titles

Study of Lightweight Mortars Made of Wooden Waste
p.34

Curing Behavior on Kaolin-Based Geopolymers
p.42

Calcined Kaolin Geopolymeric Powder: Influence of Water-to-Geopolymeric Powder Ratio
p.48

A New Palladium-Free Surface Activation Process for Cu Electroless Plating on ABS Plastic
p.54

The Strengthening of the Bridge Deck Plates by P.B.O-F.R.C.M Composite Materials
p.58

Investigation on Flame Retardant and Thermal Properties of Novel Intumescent Flame Retardant Low-Density Polyethylene Composites
p.64

Research on the Preparation & Performance of Polymer Electrolyte Composite Materials
p.68

The Study on Exchange-Coupled between Nd₂Fe₁₄B Hard Magnetic Phase and α-Fe Soft Magnetic Phase
p.73

Preparation and Preliminary Characterization of Chitosan from Catharsius molossus Discards
p.77

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 548The Strengthening of the Bridge Deck Plates by...

The Strengthening of the Bridge Deck Plates by P.B.O-F.R.C.M Composite Materials

Abstract:

This paper demonstrates how advanced composite materials as F.R.C.M. (fiber reinforced cementicius matrix) can offer high advantages for repairing ageing infrastructures. The FRCM strengthening system can be considered alternative to the well-known fibre-reinforced polymers (FRP) system. The FRCM system, in fact, permits the elimination of some disadvantages related to the use of organic resin, such as lack of fire resistance and low compatibility with the concrete substrate. In this study, a data comparison between non-reinforced and reinforced models is discussed. The specimens simulated a part of a bridge deck to repair or strengthen. The samples were no. 6 plates 70x70 cm ² long and 10 cm thick realized by a mix design concrete [1] of 30/35 class and reinforced by steel bars. The strengthening system consists in applying the composite biaxial sheet at the intrados of the deck in two layers orthogonal to each other.

You might also be interested in these eBooks

Material and Manufacturing Technology III

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 548)

Pages:

58-63

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.548.58

Citation:

Cite this paper

Online since:

July 2012

Authors:

Laura Anania, Antonio Badalà, G. D’Agata

Keywords:

Bridge Repairing, Composite Material, Experimental Test

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Anania, Badala, Costa e D'agata, Compression Tests On Mix-Designed Hrc And Hsfrc Specimens Performed With Volcanic Aggregate Presented to BETON 2011– Istanbul-Turkey ISBN 978-975-92122-7-8.

DOI: 10.3850/978-981-07-5354-2_m-19-136

Google Scholar

[2] Ombres L. , Flexural analysis of reinforced concrete beams strengthened with a cement based high strength composite material". Composite Structures, (2011), Vol. 94, n. 1, pp.143-155.

DOI: 10.1016/j.compstruct.2011.07.008

Google Scholar

[3] Collepardi, in: Diffusion Processes in Advanced Technological Materials, edtied by D. Gupta Noyes Publications/William Andrew Publising, Norwich, NY (2004), in press.

Google Scholar

[4] Anania L, Badala' A., Failla G. Increasing of the Flexural Performance of r. c. Beams Strengthened with C-FRP Materials. Edited by Construction And Building Materials Elsevier Vol. 19(2005) pages 55-61, ISSN: 0950-0618.

DOI: 10.1016/j.conbuildmat.2004.04.011

Google Scholar