TECHNICAL PAPERS
Oct 24, 2009

Development of Fiber-Reinforced Cement-Based Composite Sheets for Structural Retrofit

Publication: Journal of Materials in Civil Engineering
Volume 22, Issue 6

Abstract

In recent years, advanced fiber-reinforced polymer (FRP) composites have been steadily developed and used in a wide spectrum of infrastructure applications. It is, however, recognized that many polymer resins soften rapidly when heated above 82°C (180°F) . Hence fire vulnerability may become a future obstacle with the widespread use of FRP materials. In this paper, initial findings from an on-going project, aimed at developing temperature-resistant cement-based composite sheets for structural retrofit, were reported. Following a similar installation procedure to that of FRP sheets, it is essential to examine the effect of mix compositions on the rheological properties of the cement slurry and to develop suitable cement slurries for making thin fiber-reinforced cement sheets on the job sites. Retrofit efficiency of using both epoxy-based and cement-based thin sheets is investigated. Preliminary results are presented and discussed in this paper. It is confirmed that cement sheets could be very likely made in situ and provide a similar retrofit capacity to their FRP counterparts.

Get full access to this article

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

Acknowledgments

The writers are grateful to the external reviewers who make valuable suggestions to improve the writing of this paper.

References

Banfill, P. F. G., and Tattersall, G. H. (1983). The rheology of fresh concrete, Pitman Publishing, London.
Curbach, M., and Jesse, F. (1999). “High-performance textile-reinforced concrete.” Struct. Eng. Int. (IABSE, Zurich, Switzerland), 9, 289–291.
Faroug, F., Szwabowski, J., and Wild, S. (1999). “Influence of superplasticizers on workability of concrete.” J. Mater. Civ. Eng., 11(2), 151–157.
Ivanov, Y. P., and Roshavelov, T. T. (1990). “The effect of condensed silica fume on the rheological behavior of cement pastes.” Rheology of fresh cement and concrete, P. F. G. Banfill, ed., Spon E & FN, Cambridge, U.K.
Jesse, F., Will, N., Curbach, M., and Hegger, J. (2008). “Load-bearing behavior of textile-reinforced concrete.” Textile-reinforced concrete, A. Dubey, ed., American Concrete Institute, Farmington Hills, Mich.
Karbhari, V. M., Eckel, D. A., and Tunis, G. C. (1993). “Strengthening of concrete column stubs through resin infused composite wraps.” J. of Thermoplastic Composite Materials, 6, 92–107.
Kong, H. J., Bike, S. G., and Li, V. C. (2003). “Development of a self-consolidating engineered cementitious composite employing electrosteric dispersion/stabilization.” Cem. Concr. Res., 25, 301–309.
Kruger, M., Reinhardt, H. W., and Yong, X. (2003). “Sulphoaluminate cement matrices used for textile and glass fiber reinforced concrete elements.” High performance fiber reinforced cement composites 4, A. E. Naaman and H. W. Reinhardt, eds., RILEM Publications S.A.R.L., Cachan Cedex, France.
Labossiere, P., Neale, K. W., Demers, M., and Picher, F. (1995). “Repair of reinforced concrete columns with advanced composite materials confinement.” Repair and rehabilitation of the infrastructure of the Americas, H. A. Toutanji, ed., University of Puerto Rico, Mayaquez, Puerto Rico, 153–165.
Li, V. C., and Wu, H. C. (1992). “Conditions for pseudo strain-hardening in fiber reinforced brittle matrix composites.” Appl. Mech. Rev., 45(8), 390–398.
Li, V. C., Wu, H. C., Maalej, M., Mishra, D. K., and Hashida, T. (1996). “Tensile behavior of engineered cementitious composites with discontinuous random steel fibers.” J. Am. Ceram. Soc., 79(1), 74–78.
Marikunte, S., Aldea, C., and Shah, S. P. (1997). “Durability of glass fiber reinforced cement composites: Effect of silica fume and metakaolin.” Adv. Cem. Based Mater., 5(3), 100–108.
Mo, Y. L., Yeh, Y. -K., and Hsieh, D. M. (2004). “Seismic retrofit of hollow rectangular bridge columns.” J. Compos. Constr., 8(1), 43–51.
Naaman, A. E. (2003). “Progress in ferrocement and textile hybrid composites.” 2nd colloquium on textile reinforced structures, M. Curbach, ed., Technische Universitat Dresden, Dresden, Germany, 325–346.
Nanni, A., Norris, M. S., and Bradford, N. M. (1993). “Lateral confinement of concrete using FRP reinforcement.” Int. Symp. on FRP Reinforcement for Concrete Structures, A. Nanni and C. W. Dolan, eds., American Concrete Institute, Detroit, 193–209.
National Science Foundation (NSF). (1995). “Civil infrastructure systems.” Program guidelines NSF95-52, National Science Foundation, Arlington, Va.
Nedi, M., Mindess, S., and Aitcin, P-C. (1998). “Rheology of high-performance concrete: Effect of ultra fine particles.” Cem. Concr. Res., 28(5), 687–697.
Peled, A., and Bentur, A. (2003). “Cement impregnated fabrics for repair and retrofit of structural concrete.” High performance fiber reinforced cement composites 4, A. E. Naaman and H. W. Reinhardt, eds., RILEM Publications S.A.R.L., Cachan Cedex, France.
Reinhardt, H. W., Kruger, M., and Grosse, C. U. (2003). “Concrete prestressed with textile fabric.” J. Adv. Concr. Technol., 1(3), 231–239.
Roy, D. M., and Asaga, K. (1979). “Rheological properties of cement mixes: III the effects of mixing procedures on viscometric properties of mixes containing superplasticisers.” Cem. Concr. Res., 9(6), 731–739.
Saadatmanesh, H., Ehsani, M. R., and Li, M. W. (1994). “Strength and ductility of concrete columns externally reinforced with fiber composite straps.” ACI Struct. J., 91(4), 434–447.
Seible, F., Priestley, M. J. N., Hegemier, G. A., and Innamorato, D. (1997). “Seismic retrofit of RC columns with continuous carbon fiber jackets.” J. Compos. Constr., 1(2), 52–62.
Steffestun, B., and Frischat, G. H. (2005). “Alkali-resistant magnesium aluminosilicate oxynitride glasses.” J. Am. Ceram. Soc., 76(3), 699–704.
Struble, L., and Szecsy, R. (1996). “Rheology of fresh concrete.” Materials for a New Millennium, Proc., ASCE Materials Engineering Conf., 4th Ed., K. P. Chong, ed., Washington, D.C., 1121–1128.
Struble, L., Szecsy, R., Lei, W. G., and Sun, G. K. (1998). “Rheology of cement paste and concrete.” Cem., Concr., Aggregates, 20(2), 269–277.
Tattersall, G. H. (1991). Workability and quality control of concrete, Spon E & FN, Cambridge, U.K.
Triantafillou, T. C., and Papanicolaou, C. G. (2005). “Textile reinforced mortars (TRM) versus fiber reinforced polymers (FRP) for concrete confinement.” Proc., ConMat'05 and Mindess Symp. Construction Materials, N. Banthia, T. Uomoto, A. Bentur, and S. P. Shah, eds., University of British Columbia, BC, Canada.
Walker, R., and Karbhari, V. M. (2006). “Durability based design of FRP jackets for seismic retrofit.” Composites and polycon 2006, American Composites Manufacturers Association, St. Louis, Mo.
Wu, H. C. (2004). “Design flexibility of composites for construction.” Int. Conf. on Fiber Composites, High Performance Concretes and Smart Materials, V. S. Parameswaran, ed., Chennai, India, 421–432.
Wu, H. C. (2006). Advanced civil infrastructure materials—Mechanics, science, and applications, H. C. Wu, ed., Woodhead Publishing, Cambridge, U.K.
Wu, H. C., and Sun, P. (2005). “Fiber reinforced cement based composite sheets for structural retrofit.” Proc., Int. Symp. on Bond Behavior of FRP in Structures, C. Chen and J. Teng, eds., Hong Kong, China.
Wu, H. C., and Teng, J. (2000). Development of FRC plate with glass fabrics, Wayne State University, Detroit, Mich.
Wu, H. C., and Teng, J. (2002). “Innovative cement based thin sheet composites for retrofit.” Proc., 3rd Int. Composite Conf. for Infrastructure, H. Saadatmanesh and M. R. Ehsani, eds., San Francisco.
Zhang, X., and Han, J. (2000). “The effect of ultra-fine admixture on the rheological property of cement paste.” Cem. Concr. Res., 30, 827–830.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 22Issue 6June 2010
Pages: 572 - 579

History

Received: Dec 29, 2008
Accepted: Oct 22, 2009
Published online: Oct 24, 2009
Published in print: Jun 2010

Permissions

Request permissions for this article.

Authors

Affiliations

Hwai-Chung Wu, M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Wayne State Univ., Detroit, MI 48202 (corresponding author). E-mail: [email protected]
Peijiang Sun
Structural Engineer, TKW Consulting Engineers, Fort Myers, FL 33912.
Jiangming Teng
Graduate Student, Dept. of Civil and Environmental Engineering, Wayne State Univ., Detroit, MI 48202.

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