Technical Papers
Aug 15, 2012

Localized Effects in Walls Strengthened with Externally Bonded Composite Materials

Publication: Journal of Engineering Mechanics
Volume 138, Issue 9

Abstract

The localized effects and, particularly, the stress and deformation concentrations near edges, mortar joints, and irregular points in walls strengthened with externally bonded composite materials are studied. To quantify the structural behavior and to cope with the coupling of large-scale and localized-scale effects, a substructuring procedure that uses a specially tailored high-order finite element is developed. The specially tailored element accounts for the bidirectional behavior of the wall and for the interfacial interaction between the adhesively bonded components. The formulation uses a first-order shear deformation orthotropic plate theory for the independent modeling of the existing wall and the composite layers and a high-order theory for the modeling of the displacement fields of the adhesive layers. A static condensation-based substructuring procedure is used for the formulation of a superelement. The computational strength and the convergence characteristics of the high-order superelement formulation are demonstrated numerically. The superelement formulation is used to study the localized effects in a masonry assemblage strengthened with composite materials. This unique structural form is characterized by a vast dispersion of geometrical and elastic scales, presence of irregular regions, and concentrations of stresses. These localized three-dimensional (3D) stress fields are characterized and their sensitivity to various mechanical and geometrical properties is assessed. Conclusions regarding the impact of the localized effects are provided.

Get full access to this article

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

Acknowledgments

This research was supported by the Israel Science Foundation (Grant No. 772/06).

References

Davidson, J. S., Fisher, J. W., Hammons, M. I., Porter, J. R., and Dinan, R. J. (2005). “Failure mechanisms of polymer-reinforced concrete masonry walls subjected to blast.” J. Struct. Eng., 131(8), 1194–1205.
Ehsani, M. R., Saadatmanesh, H., and Al-Saidy, A. (1997). “Shear behavior of URM retrofitted with FRP overlays.” J. Compos. Constr., 1(1), 17–25.
El-Dakhakhni, W. W., Hamid, A. A., and Elgaaly, M. (2004). “Seismic retrofit of concrete-masonry-infilled steel frames with glass fiber polymer laminates.” J. Struct. Eng., 130(9), 1343–1352.
Elgawady, M. A., Lestuzzi, P., and Badoux, M. (2002). Dynamic in-plane behavior of URM wall upgraded with composites. Proc., 3rd Int. Conf. on Composites in Infrastructure ICCI (CD-ROM), Omnipress, Madison, WI.
Elgawady, M. A., Lestuzzi, P., and Badoux, M. (2003). In-plane lateral behavior of URM walls upgraded with composites. Proc., XL-2003 Conf., Response of Structures to Extreme Loading (CD-ROM), Elsevier Science, Oxford, U.K.
Elmalich, D., and Rabinovitch, O. (2012). “Dynamic analysis of walls strengthened with composite materials.” Compos. Struct., 94(7), 2157–2173.
Frostig, Y., and Thomsen, O. T. (2004). “High-order free vibration of sandwich panels with a flexible core.” Int. J. Solids Struct., 41(5–6), 1697–1724.
Gabor, A., Bennani, A., Jacquelin, E., and Lebon, F. (2006). “Modelling approaches of the in-plane shear behavior of unreinforced and FRP strengthened masonry panels.” Compos. Struct., 74(3), 277–288.
Hamed, E., and Rabinovitch, O. (2007). “Out-of-plane behavior of unreinforced masonry walls strengthened with FRP strips.” Compos. Sci. Technol., 67(3–4), 489–500.
Hamilton, H. R., III, and Dolan, C. W. (2001). “Flexural capacity of glass FRP strengthened concrete masonry walls.” J. Compos. Constr., 5(3), 170–178.
Hamoush, S., McGinley, M., Mlakar, P., and Terro, M. J. (2002). “Out-of-plane behavior of surface-reinforced masonry walls.” Construct. Build. Mater., 16(6), 341–351.
Kiss, R. M., Kollar, L. P., Jai, J., and Krawinkler, H. (2002). “Masonry strengthened with FRP subjected combined bending and compression. II: Test results and model prediction.” J. Compos. Mater., 36(9), 1049–1063.
Kuzik, M. D., Elwi, A. E., and Cheng, J. J. R. (2003). “Cyclic flexure tests of masonry walls reinforced with glass fiber reinforced polymer sheets.” J. Compos. Constr., 7(1), 20–30.
Linke, M., Wohlers, w., and Reimerdes, H. G. (2007). “Finite element for the static and stability analysis of sandwich plates.” J. Sandwich Struct. Mater., 9(2), 123–142.
Rabinovitch, O., and Frostig, Y. (2000). “Closed-form high-order analysis of RC beams strengthened with FRP strips.” J. Compos. Constr., 4(2), 65–74.
Rabinovitch, O., and Madah, H. (2012a). “Dynamics of unidirectional FRP strengthened masonry walls. I: A multi-layered finite element.” J. Mech. Mater. Struct., 7(1), 1–28.
Rabinovitch, O., and Madah, H. (2012b). “Dynamics of unidirectional FRP strengthened masonry walls. II: Experiments and comparison.”J. Mech. Mater. Struct., 7(1), 29–44.
Suriya Prakash, S., and Alagusundaramoorthy, P. (2008). “Load resistance of masonry wallettes and shear triplets retrofitted with GFRP composites.” Cement Concrete Compos., 30(8), 745–761.
Teng, J. G., Zhang, J. W., and Smith, S. T. (2002). “Interfacial stresses in reinforced concrete beams bonded with a soffit plate: A finite element study.” Construct. Build. Mater., 16(1), 1–14.
Valluzzi, M. R., Tinazzi, D., and Modena, C. (2002). “Shear behavior of masonry panels strengthened by FRP laminates.” Construct. Build. Mater., 16(7), 409–416.
Vinson, J. R., and Sierakowski, R. L. (1986). The behavior of structures composed of composite materials, Martinus-Nijhoff, Dordrecht, Netherlands.
Velazquez-Dimas, J. I., and Ehsani, M. R. (2000). “Modeling out-of-plane behavior of URM walls retrofitted with fiber composites.” J. Compos. Constr., 4(4), 172–181.
Velazquez-Dimas, J. I., Ehsani, M. R., and Saadatmanesh, H. (2000). “Out-of-plane behavior of brick masonry walls strengthened with fiber composites.” ACI Struct. J., 97(3), 377–387.
Zhuge, Y. (2010). “FRP-retrofitted URM walls under in-plane sheer: Review and assessment of available models.” J. Compos. Constr., 14(6), 743–753.
Zienkiewicz, O. C. (1977). The finite element method, McGraw Hill, London.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 138Issue 9September 2012
Pages: 1112 - 1126

History

Received: May 4, 2011
Accepted: Feb 21, 2012
Published online: Aug 15, 2012
Published in print: Sep 1, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

Dvir Elmalich [email protected]
Ph.D. Student, Faculty of Civil and Environmental Engineering, Technion-Israel Institute of Technology, Technion City, Haifa 32000, Israel. E-mail: [email protected]
Oded Rabinovitch [email protected]
Associate Professor, Faculty of Civil and Environmental Engineering, Technion-Israel Institute of Technology, Technion City, Haifa 32000, Israel (corresponding author). E-mail: [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