Technical Papers
Oct 28, 2017

Effects of Environmental Conditioning on the Bond Behavior of FRP and FRCM Systems Applied to Concrete Elements

Publication: Journal of Engineering Mechanics
Volume 144, Issue 1

Abstract

This paper presents the results of an extensive experimental campaign of bond tests aimed to assess and compare the influence of several environmental conditioning factors (humidity and temperature) on the bond behavior of two different types of composites systems glued to concrete elements: a fiber-reinforced polymer (FRP) system made of a carbon sheet applied with epoxy resin and a polybenzoxozole (PBO) grid applied with a cement-based mortar, i.e., a fiber-reinforced cementitious matrix (FRCM) system. Several environmental conditions have been considered (partial immersion in water at 23, 30, and 40°C for short and long periods with and without further drying processes, exposure in air at 30 and 40°C) before testing the specimens according to two well-known setups for bond tests: a single push-pull shear test and a beam test. The experimental results were mainly analyzed in terms of failure modes and loads, showing a clearly negative effect of the conditioning factors for the specimens with the carbon fibre reinforced polymer (CFRP) sheet as the conditioning time increases because of the plasticization phenomena of the epoxy adhesive. Conversely, for the specimens with the PBO grid, the failure loads were slightly lower or even greater than the ones relieved for the reference specimens as the exposure periods increase, whereas in the case of short exposure, the bond strength reduced and the scattering of the experimental resulted increased.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This research study has been funded by the University of Naples “Parthenope” with a grant within the call “Support for Individual Research for the 2015–17 Period” issued by Rectoral Decree No. 773/2016. Such support is gratefully acknowledged. Ruredil SpA is kindly acknowledged for providing the materials used in the tests and for supporting the research activities.

References

ACI (American Concrete Institute). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.”, Farmington Hills, MI.
Bilotta, A., Ceroni, F., Nigro, E., and Pecce, M. (2015). “Efficiency of CFRP NSM strips and EBR plates for flexural strengthening of RC beams and loading pattern influence.” Compos. Struct., 124, 163–175.
Bilotta, A., Ceroni, F., Nigro, E., and Pecce, M. (2017). “Experimental tests on FRCM strengthening systems for tuff masonry elements.” Constr. Build. Mater., 138, 114–133.
Bisby, L. A., Green, M. F., and Kodur, V. K. R. (2005). “Response to fire of concrete structures that incorporate FRP.” Prog. Struct. Eng. Mater., 7(3), 136–149.
Bisby, L. A., Stratford, T., Smith, J., and Halpin, S. (2010). “Comparative performance of fiber reinforced polymer and fiber reinforced cementitious mortar strengthening systems in elevated temperature service environments.” Proc., Structural Faults and Repair 2010, Engineering Technics Press, Edinburgh, U.K.
Blontrock, H., Taerwe, L., and Vandevelde, P. (2001). “Fire testing of concrete slabs strengthened with fibre composite laminates.” Proc., 5th Int. Conf. on Fiber Reinforced Plastics for Reinforced Concrete Structures, Thomas Telford Publishing, London, 547–556.
Bonati, A., and Galimberti, V. (2011). “Moisture effects in externally strengthened concrete.” Proc., 12th Int. Conf. on Durability of Building Materials and Components, Porto, Portugal.
Carozzi, F. G., Milani, G., and Poggi, C. (2014). “Mechanical properties and numerical modeling of fabric reinforced cementitious matrix (FRCM) systems for strengthening of masonry structures.” Compos. Struct., 107, 711–725.
CEN (European Committee for Standardization). (2006). “Methods of test for mortar for masonry. 11: Determination of flexural and compressive strength of hardened mortar.” EN 1015–11, Brussels, Belgium.
Ceroni, F., and Pecce, M. (2010). “Evaluation of bond strength in concrete elements strengthened with CFRP sheets and anchorage devices.” J. Compos. Constr., 521–530.
Ceroni, F., and Pecce, M. (2012). “Statistical analysis of debonding load in concrete elements externally strengthened with CFRP materials.” Adv. Struct. Eng., 15(1), 155–168.
CNR. (2013). “Guide for the design and construction of externally bonded FRP systems for strengthening existing structures.” CNR DT 200/R1, Construction of National Research council, Rome.
Cromwell, J. R., Harries, K. A., and Shahrooz, B. M. (2011). “Environmental durability of externally bonded FRP materials intended for repair of concrete structures.” Constr. Build. Mater., 25(5), 2528–2539.
D’Ambrisi, A., Feo, L., and Focacci, F. (2012). “Bond-slip relations for PBO-FRCM materials externally bonded to concrete.” Composites Part B, 43(8), 2938–2949.
D’Ambrisi, A., Feo, L., and Focacci, F. (2013). “Experimental analysis on bond between PBO-FRCM strengthening materials and concrete.” Composites Part B, 44(1), 524–532.
D’Antino, T., Carloni, C., Sneed, L. H., and Pellegrino, C. (2014). “Matrix-fiber bond behavior in PBO FRCM composites: A fracture mechanics approach.” Eng. Fract. Mech., 117(Feb), 94–111.
D’Antino, T., Sneed, L. H., Carloni, C., and Pellegrino, C. (2015). “Influence of the substrate characteristics on the bond behavior of PBO FRCM-concrete joints.” Constr. Build. Mater., 101, 838–850.
Di Tommaso, A., Neubauer, U., Pantuso, A., and Rostásy, F. S. (2001). “Behavior of adhesively bonded concrete-CFRP joints at low and high temperatures.” Mech. Compos. Mater., 37(4), 327–338.
Garofano, A., Ceroni, F., and Pecce, M. (2016). “Modelling of the in-plane behavior of masonry walls strengthened with FRP grid reinforced mortar layers.” Composites Part B, 85, 243–258.
Ghiassi, B., Lourenço, P. B., and Oliveira, D. V. (2015). “Accelerated hygrothermal aging of bond in FRP–masonry systems.” J. Compos. Constr., 04014051.
Ghiassi, B., Marcari, G., Oliveira, D. V., and Lourenço, P. B. (2013). “Water degrading effects on the bond behavior in FRP-strengthened masonry.” Composites Part B, 54, 11–19.
Jia, J., Boothby, T. E., Bakis, C. E., and Brown, T. L. (2005). “Durability evaluation of glass fiber reinforced-polymer-concrete bonded interfaces.” J. Compos. Constr., 348–359.
Karbhari, V. M., and Howie, I. (1997). “Effect of composite wrap architecture on strengthening of concrete due to confinement. II: Strain and damage effects.” J. Reinf. Plast. Compos., 16(11), 1039–1063.
Leone, M., Aiello, M. A., and Matthys, S. (2009). “Effect of elevated service temperature on bond between FRP EBR systems and concrete.” Composites Part B, 40(1), 85–93.
Leung, H. Y., Balendran, R. V., and Lim, C. W. (2001). “Flexural capacity of strengthened concrete beams exposed to different environmental conditions.” Proc., FRP Composites in Civil Engineering, Vol. II, J. G. Teng, ed., Elsevier, Amsterdam, Netherlands, 1597–1606.
Menna, C., Asprone, D., Durante, M., Zinno, A., Balsamo, A., and Prota, A. (2015). “Structural behavior of masonry panels strengthened with an innovative hemp fiber composite grid.” Constr. Build. Mater., 100, 111–121.
Ombres, L. (2015). “Analysis of the bond between fabric reinforced cementitious mortar (FRCM) strengthening systems and concrete.” Composites Part B, 69, 418–426.
Ouyang, Z., and Wan, B. (2007). “Experimental and numerical study of water effect on bond fracture energy between FRP and concrete in moist environments.” J. Reinf. Plast. Compos., 27(2), 205–223.
Papanicolaou, C. G., Triantafillou, T. C., and Lekka, M. (2011). “Externally bonded grids as strengthening and seismic retrofitting materials of masonry panels.” Constr. Build. Mater., 25(2), 504–514.
Parisi, F., Iovinella, I., Balsamo, A., Augenti, N., and Prota, A. (2013). “In-plane behavior of tuff masonry strengthened with inorganic matrix-grid composites.” Composites Part B, 45(1), 1657–1666.
Pellegrino C., and Sena-Cruz J., ed. (2015). “Design procedures for the use of composites in strengthening of reinforced concrete structures: State-of-the-art.”, Springer, New York.
Sciolti, M. S., Aiello, M. A., and Frigione, M. (2012). “Influence of water on bond behavior between CFRP sheet and natural calcareous stones.” Composites Part B, 43(8), 3239–3250.
Sciolti, M. S., Frigione, M., and Aiello, M. A. (2010). “Wet lay-up manufactured FRPs for concrete and masonry repair: Influence of water on the properties of composites and on their epoxy components.” J. Compos. Constr., 823–833.
Teng, J. G., Chen, J. F., Smith, S. T., and Lam, L. (2002). FRP strengthened RC structures, Wiley, New York.
Toutanji, H. A., and Gómez, W. (1997). “Durability characteristics of concrete beams externally bonded with FRP composites sheets.” Cem. Concr. Compos., 19(4), 351–358.
Triantafillou, T. C., and Papanicolaou, C. G. (2006). “Shear strengthening of reinforced concrete members with textile reinforced mortar jackets.” Mater. Struct., 39(1), 93–103.
Wan, B., Petrou, M. F., and Harries, K. A. (2006). “Effect of the presence of water on the durability of bond between CFRP and concrete.” J. Reinf. Plast. Compos., 25(8), 875–890.
Yao, J., Teng, J. G., and Chen, J. F. (2005). “Experimental study on FRP-to-concrete bonded joints.” Composites Part B, 36(2), 99–113.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 144Issue 1January 2018

History

Received: Jan 9, 2017
Accepted: Jun 20, 2017
Published online: Oct 28, 2017
Published in print: Jan 1, 2018
Discussion open until: Mar 28, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Associate Professor, Dept. of Engineering, Univ. of Naples Parthenope, 80143 Napoli, Italy (corresponding author). ORCID: https://orcid.org/0000-0001-5517-4436. E-mail: [email protected]
Antonio Bonati [email protected]
Researcher, Construction Technologies Institute, Italian National Research Council ITC-CNR, Viale Lombardia 49, San Giuliano Milanese, 20098 Milano, Italy. E-mail: [email protected]
Vittorio Galimberti [email protected]
Researcher, Construction Technologies Institute, Italian National Research Council ITC-CNR, Viale Lombardia 49, San Giuliano Milanese, 20098 Milano, Italy. E-mail: [email protected]
Antonio Occhiuzzi [email protected]
Director, Construction Technologies Institute, Italian National Research Council ITC-CNR, Viale Lombardia 49, San Giuliano Milanese, 20098 Milano, Italy; Full Professor, Dept. of Engineering, Univ. of Naples Parthenope, 80143 Napoli, Italy. E-mail: [email protected]; [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share