Technical Papers
Sep 15, 2023

Out-of-Plane Behavior of In-Plane Damaged Masonry Infills Retrofitted with TRM and Thermal Insulation

Publication: Journal of Composites for Construction
Volume 27, Issue 6

Abstract

The effect of in-plane damage on the out-of-plane response of retrofitted and thermally insulated masonry infills was examined in this paper through a set of experiments performed on a medium-scale reinforced concrete frame. Structural reinforcement was realized through the use of textile reinforced mortar (TRM), while expanded polystyrene boards were used for thermal insulation. Various specimen configurations were tested both in- and then out-of-plane sequentially for each infill specimen. Experimental results have shown that the TRM-based strengthening scheme can improve the out-of-plane response of masonry infills both in terms of strength and stiffness, especially in the case of predamaged walls, where strength increases of above 80% were achieved. The addition of insulation arranged in a sandwich configuration resulted in a slight out-of-plane improvement but was not as effective in the case of predamaged infills due to prior in-plane loading, which caused partial debonding of the board. An analytical model is also proposed and validated against the experimental data, which can predict the out-of-plane behavior of a masonry infill while also accounting for the existence of reinforcement and prior damage. Finally, using the same model in a number of case studies, generalized response diagrams are produced and a set of simplified empirical equations is suggested.

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Data Availability Statement

The data from the in- and out-of-plane experiments of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The research work was partially supported by the Hellenic Foundation for Research and Innovation (HFRI) under the HFRI PhD Fellowship grant (Fellowship Number: 62) and under the 1st Call for Research Projects to support Faculty members and Researchers and the procurement of high-cost research equipment (Grant Number: 1962).

References

Acun, B., and H. Sucuoglu. 2006. “Strengthening of masonry infill walls in reinforced concrete frames with wire mesh reinforcement.” In Proc., 8th U.S. National Conf. on Earthquake Engineering. San Francisco, CA: Earthquake Engineering Research Institute (EERI).
Akhoundi, F., G. Vasconcelos, P. Lourenco, L. M. Silva, F. Cunha, and R. Fangueiro. 2018. “In-plane behavior of cavity masonry infills and strengthening with textile reinforced mortar.” Eng. Struct. 156: 145–160. https://doi.org/10.1016/j.engstruct.2017.11.002.
Almusallam, T. H., and Y. A. Al-Salloum. 2007. “Behavior of FRP strengthened infill walls under in-plane seismic loading.” J. Compos. Constr. 11 (3): 308–318. https://doi.org/10.1061/(ASCE)1090-0268(2007)11:3(308).
Altin, S., Ö. Anil, E. M. Kara, and M. Kaya. 2008. “An experimental study on strengthening of masonry infilled RC frames using diagonal CFRP strips.” Composites, Part B 39 (4): 680–693. https://doi.org/10.1016/j.compositesb.2007.06.001.
Angel, R. 1994. “Behavior of reinforced concrete frames with masonry infills.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of Illinois.
Bournas, D. A. 2018. “Concurrent seismic and energy retrofitting of RC and masonry building envelopes using inorganic textile-based composites combined with insulation materials: A new concept.” Composites, Part B 148: 166–179. https://doi.org/10.1016/j.compositesb.2018.04.002.
CEN (European Committee for Standardization). 1998. Methods of test for masonry—Part 1: Determination of compressive strength. EN 1052-1. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2005. Design of masonry structures—Part 1-1: General rules for reinforced and unreinforced masonry structures. EN 1996. Eurocode 6. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2006. Methods of test for mortar for masonry—Part 11: Determination of flexural and compressive strength of hardened mortar. EN 1015-11. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2019a. Steel for the reinforcement and prestressing of concrete—Test methods—Part 1: Reinforcing bars, rods and wire. EN ISO 15630-1. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2019b. Testing hardened concrete—Part 3: Compressive strength of test specimens. EN 12390-3. Brussels, Belgium: CEN.
Dawe, J. L., and C. K. Seah. 1989. “Out-of-plane resistance of concrete masonry infilled panels.” Can. J. Civ. Eng. 16: 854–864. https://doi.org/10.1139/l89-128.
Dehghani, A., F. Nateghi-Alahi, and G. Fischer. 2015. “Engineered cementitious composites for strengthening masonry infilled reinforced concrete frames.” Eng. Struct. 105: 197–208. https://doi.org/10.1016/j.engstruct.2015.10.013.
El-Dakhakhni, W. W., M. Elgaaly, and A. A. Hamid. 2003. “Three-strut model for concrete masonry-infilled steel frames.” J. Struct. Eng. 129 (2): 177–185. https://doi.org/ 10.1061/(ASCE)0733-9445(2003)129:2(177).
Fardis, M. N. 2000. “Design provisions for masonry-infilled RC frames.” In Proc., 12th World Conf. on Earthquake Engineering. Upper Hutt, New Zealand: New Zealand Society for Earthquake Engineering.
Fardis, M. N., and T. B. Panagiotakos. 1997. “Seismic design and response of bare and masonry infilled reinforced concrete buildings, Part II: Infilled structures.” J. Earthquake Eng. 1 (3): 475–503.
FEMA (Federal Emergency Management Agency). 2007. Interim testing protocols for determining the seismic performance characteristics of structural and nonstructural components. FEMA 461. Washington, DC: FEMA.
Gkournelos, P. D., D. A. Bournas, and T. C. Triantafillou. 2019. “Combined seismic and energy upgrading of existing reinforced concrete buildings using TRM jacketing and thermal insulation.” Earthquakes Struct. 16 (5): 625–639.
Hak, S., P. Morandi, G. Magenes, and T. J. Sullivan. 2012. “Damage control for clay masonry infills in the design of RC frame structures.” J. Earthquake Eng. 16: 1–35. https://doi.org/10.1080/13632469.2012.670575.
ICC Evaluation Services. 2016. Acceptance criteria for masonry and concrete strengthening using fabric-reinforced cementitious matrix (FRCM) and Steel Reinforced Grout (SRG) composite systems. AC434. Los Angeles: ICC Evaluation Services.
Koutas, L., S. N. Bousias, and T. C. Triantafillou. 2015a. “Seismic strengthening of masonry-infilled RC frames with TRM: Experimental study.” J. Compos. Constr. 19 (2): 04014048. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000507.
Koutas, L., A. Pitytzogia, T. C. Triantafillou, and S. N. Bousias. 2014. “Strengthening of infilled reinforced concrete frames with TRM: Study on the development and testing of textile-based anchors.” J. Compos. Constr. 18 (3): A4013015. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000390.
Koutas, L., T. C. Triantafillou, and S. N. Bousias. 2015b. “Analytical modeling of masonry-infilled RC frames retrofitted with textile-reinforced mortar.” J. Compos. Constr. 19 (5): 04014082. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000553.
Koutas, L. N., and D. A. Bournas. 2019. “Out-of-plane strengthening of masonry-infilled RC frames with textile-reinforced mortar jackets.” J. Compos. Constr. 23 (1): 04018079. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000911.
Kyriakides, M. A., and S. L. Billington. 2008. “Seismic retrofit of masonry-infilled non-ductile reinforced concrete frames using sprayable ductile fiber-reinforced cementitious composites.” In Proc., 14th World Conf. on Earthquake Engineering, 1–7. Beijing, China: WCEE.
Longo, F., A. Cascardi, P. Lassandro, and M. A. Aiello. 2020. “A new fabric reinforced geopolymer mortar (FRGM) with mechanical and energy benefits.” Fibers 8 (8): 49. https://doi.org/ 10.3390/fib8080049.
Longo, F., A. Cascardi, P. Lassandro, and M. A. Aiello. 2021. “Energy and seismic drawbacks of masonry: A unified retrofitting solution.” J. Build. Pathol. Rehabil. 6: 31. https://doi.org/ 10.1007/s41024-021-00121-6.
Mehrabi, A. B., P. B. Shing, M. P. Schuller, and J. L. Noland. 1996. “Experimental evaluation of masonry-infilled RC frames.” J. Struct. Eng. 122 (3): 228–237. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:3(228).
Ozcebe, G., U. Ersoy, T. Tankut, E. Erduran, O. Keskin, and C. Mertol. 2003. Strengthening of brick-infilled RC frames with CFRP. TUBITAK Structural Engineering Research Unit Rep. No. 2003-1. Ankara, Turkey: Middle East Technical University.
Ozden, S., U. Akguzel, and T. Ozturan. 2011. “Seismic strengthening of infilled reinforced concrete frames with composite materials.” ACI Struct. J. 108 (4): 414–422.
Pohoryles, D. A., D. A. Bournas, F. Da Porto, A. Caprino, G. Santarsiero, and T. Triantafillou. 2022. “Integrated seismic and energy retrofitting of existing buildings: A state-of-the-art review.” J. Build. Eng. 61: 105274. https://doi.org/10.1016/j.jobe.2022.105274.
Saatcioglu, M., F. Serrato, and S. Foo. 2005. “Seismic performance of masonry infill walls retrofitted with CFRP sheets.” In Proc., 7th Int. Symp. on Fiber-Reinforced Polymer (FRP) Reinforcement for Concrete Structures, Paper 20, edited by C. Shield, J. Busel, S. Walkup, and D. Gremel, 341–354. Farmington Hills, MI: American Concrete Institute.
Sagar, L. S., V. Singhal, and D. C. Rai. 2019. “In-Plane and out-of-plane behavior of masonry-infilled RC frames strengthened with fabric-reinforced cementitious matrix.” J. Compos. Constr. 23 (1): 04018073. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000905.
Triantafillou, T. C. 1998. “Strengthening of masonry structures using epoxy-bonded FRP laminates.” J. Compos. Constr. 2 (2): 96–104. https://doi.org/10.1061/(ASCE)1090-0268(1998)2:2(96).
Triantafillou, T. C. 2001. “Seismic retrofitting of structures with fibre-reinforced polymers.” Prog. Struct. Mater. Eng. 3 (1): 57–65. https://doi.org/10.1002/pse.61.
Triantafillou, T. C., K. Karlos, P. Kapsalis, and L. Georgiou. 2018. “Innovative structural and energy retrofitting system for masonry walls using textile reinforced mortars combined with thermal insulation: In-plane mechanical behavior.” J. Compos. Constr. 22 (5): 04018029. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000869.
Triantafillou, T. C., K. Karlos, K. Kefalou, and E. Argyropoulou. 2017. “An innovative structural and energy retrofitting system for URM walls using textile reinforced mortars combined with thermal insulation: Mechanical and fire behavior.” Constr. Build. Mater. 133: 1–13. https://doi.org/10.1016/j.conbuildmat.2016.12.032.
Yuksel, E., A. Ilki, G. Erol, C. Demir, and H. F. Karadogan. 2006. “Seismic retrofitting of infilled reinforced concrete frames with CFRP composites.” In Advances in earthquake engineering for urban risk reduction, edited by T. Wasti, and G. Ozcebe, 285–300. Dordrecht, Netherlands: Springer.

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 27Issue 6December 2023

History

Received: Mar 25, 2023
Accepted: Jul 21, 2023
Published online: Sep 15, 2023
Published in print: Dec 1, 2023
Discussion open until: Feb 15, 2024

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Authors

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Univ. of Patras, Patras 26504, Greece (corresponding author). ORCID: https://orcid.org/0000-0002-9054-3900. Email: [email protected]
Professor, Univ. of Patras, Patras 26504, Greece. ORCID: https://orcid.org/0000-0003-0263-3955. Email: [email protected]

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