For Libraries For Publication Open Access Downloads About Us Contact Us
Paper Titles
Steady State Response of Compressible Fractional Derivative Viscoelastic Thick-Walled Cylinder
p.1510
Nonlinear Analysis of R.C Beams Strengthened with CFRP
p.1517
Experimental Study on the Splitting Tensile Strength of Recycled Concrete Made of Brick and Tile
p.1521
Research on the Rehabilitation of the Ancient City Wall of the Wuchang Uprising Gate
p.1526
Experimental Studies on the Bonding Failure between CFRP and Concrete in RC Two-Way Slabs Strengthened with CFRP Strips
p.1530
Fatigue Life Prediction of Corroded RC Beams Strengthened with CFRP under Repeated Loads
p.1534
Improved Computing Method for Row Number of Bend-up Bars in Reinforced Concrete Beams
p.1540
Analysis on Rationality of Deformation Resistance Structural Component Ring Beam
p.1544
Calculation Method Investigation on Jacketing Reinforcement of RC Eccentric Compressive Column Subjected to Fire
p.1548

Experimental Studies on the Bonding Failure between CFRP and Concrete in RC Two-Way Slabs Strengthened with CFRP Strips

Article Preview

Abstract:

It is well known that the bonding failure between concrete and externally bonded CFRP strips sets in where high shear forces and high bending moments occur. Despite this knowledge, experimental and theoretical studies had been exclusively focused on the bonding failure modes at the end of the CFRP-strip. This paper deals with strengthening of RC two-way slabs with CFRP strips bonded to the tensile face. It focuses on the bonding failure by dealing with an experimental study. The CFRP-strips strengthened slab test presents a failure mode with debonding of the external CFRP strips from the slab.

You might also be interested in these eBooks
Progress in Structures View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

1530-1533

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.1530

Citation:

Cite this paper

Online since:

May 2012

Authors:

Wen Bin Sun, Jing Zhao, Yang Jiang

Keywords:

Bonding Failure, CFRP Strips, Experimental Study, RC Two-Way Slabs

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

References

[1] B Täljsten: Int. J. Adhes., Vol. 17 (1997), pp.319-27

Google Scholar

[2] MSM Ali, DJ Oehlers, MA Bradford: Structures and Buildings, Vol. 140 (2000), pp.249-59

Google Scholar

[3] JF Chen, JG Teng: J. Struct. Eng., Vol. 127 (2001), pp.784-91

Google Scholar

[4] A. Aprile, E. Spacone, S. Limkatanyu. J. Struct. Eng., Vol. 127 (2001), pp.1445-52

Google Scholar

[5] MSM Ali, DJ Oehlers, MA Bradford: J. Struct. Eng., Vol. 127 (2001), pp.1453-59

Google Scholar

[6] RA Barnes, GC Mays: Int. J. Adhes., Vol. 21 (2001), pp.459-502

Google Scholar

[7] MAH Hassanen, M Raoof: Mag. Concr. Res., Vol. 53 (2001), pp.251-62

Google Scholar

[8] WM Sebastian: J. Struct. Eng., Vol. 127 (2001), pp.792-98

Google Scholar

[9] W Seim, A Vasques, V Karbhari, F Seible: J. Struct. Eng., Vol. 129 (2003), pp.743-52

Google Scholar

[10] U Meir: Mater. Tech., Vol. 4 (1987), pp.125-28

Google Scholar

[11] ST Smith, JG Teng: Eng. Struct., Vol. 24 (2002), pp.397-417

Google Scholar

[12] JG Teng, L Lam, W Chen J Wang: J. Comp. Constr. L., Vol. 4 (2000), pp.75-84

Google Scholar

[13] MA Shahway, T Beitelman, M Arockiasamy, R. Sowrirahan: Comp. B, Vol. 27 (1996), pp.217-24

Google Scholar

[14] O Rabinovitch, Y Forstig: Compos. Struct., Vol. 55 (2002), pp.225-38

Google Scholar

[15] O Liman, G Foret, A Ehrlacher: Compos. Struct., Vol. 56 (2003), pp.467-72

Google Scholar

[16] Information on http://www.sp-reinforcement.ch/pdf_de/kap_06de.pdf

Google Scholar

[17] Information on http://www.stocretec.de

Google Scholar

© 2025 Trans Tech Publications Ltd. All rights are reserved, including those for text and data mining, AI training, and similar technologies. For open access content, terms of the Creative Commons licensing CC-BY are applied.
Scientific.Net is a registered trademark of Trans Tech Publications Ltd.