Residual strength of ceramic blocks and cementitious mortars subjected to high temperatures and different breaking conditions

Authors

DOI:

https://doi.org/10.33448/rsd-v11i13.34898

Keywords:

Fire; Experimental analysis; High temperatures; Mortar; Ceramic block.

Abstract

Building materials normally change their properties when they are affected by high temperatures. This research analyzed the residual strength of ceramic blocks and cementitious mortars subjected to temperatures of 200, 400, 600 and 800ºC, in three test conditions: hot breakage, breakage after sudden cooling and breakage after slow cooling. There was a gain in compressive strength for the ceramic blocks when hot broken for all temperatures analyzed. However, for the cementitious mortars, there was a gain in strength only in compression for the temperature of 200°C when broken when hot, but for the other test conditions and temperatures, the strength was significantly reduced and showed a drop of around 70% for sudden cooling. at 600°C.

Author Biographies

Geilson Márcio Albuquerque de Vasconcelos, Universidade Federal de Alagoas

Graduated in Civil Engineering from the Federal University of Alagoas (UFAL) in 2003, Master in Structural Engineering from the University of São Paulo - School of Engineering of São Carlos (EESC - USP) in 2005. Doctoral Student of the Graduate Program in Civil Engineering from the Center for Technology and Geosciences (CTG) of the Federal University of Pernambuco (UFPE). Professor at the Federal University of Alagoas/Campus Arapiraca. Experience in the area of ​​structural engineering, with emphasis on reinforced concrete structures and structures in fire situation.

Tiago Ancelmo de Carvalho Pires, Universidade Federal de Pernambuco

He holds a degree in Civil Engineering from the Federal University of Pernambuco, UFPE (2004), a master's degree in Production Engineering from UFPE (2006) and a PhD in metallic and mixed constructions with an emphasis on structures in fire from the University of Coimbra, FCTUC - Portugal ( 2014). He is currently Adjunct Professor 1 of the Department of Civil Engineering at UFPE. He has experience in the areas of civil engineering and production, with an emphasis on quality management systems, metrology, post-occupancy assessment, fire safety engineering and risk management; developing research for the electrical, petrochemical and civil construction sectors.

José Jéferson do Rêgo Silva, Universidade Federal de Pernambuco

He holds a degree in Civil Engineering from the Federal University of Pernambuco, UFPE (1985), a Master's in Civil Engineering from the Federal University of Rio de Janeiro, COPPE/UFRJ (1989) and a PhD in Civil Engineering from the Wessex Institute of Technology, Portsmouth University (1993) . He is currently a professor at the Department of Civil and Environmental Engineering at the Federal University of Pernambuco. He has experience in Civil Engineering, with emphasis on Structural Engineering and Construction Engineering. He is currently developing research on the behavior of structures and materials subjected to high temperatures. Among other areas of activity, the following stand out: acoustic performance of buildings, quality and productivity in construction and sustainability of the built environment.

References

Associação Brasileira de Normas Técnicas. (2005) NBR 13279: Argamassa para assentamento e revestimento de paredes e tetos — Determinação da resistência à tração na flexão e à compressão. 2 ed. Rio de Janeiro. 9 p.

Associação Brasileira de Normas Técnicas. (2017) NBR 15270-1: Componentes cerâmicos ― Blocos e tijolos para alvenaria. Parte 1: Requisitos. 2 ed. Rio de Janeiro. 32 p.

Associação Brasileira de Normas Técnicas. (2017) NBR 15270-2: Componentes cerâmicos ― Blocos e tijolos para alvenaria. Parte 2: Métodos de ensaios. 2 ed. Rio de Janeiro. 35 p.

Borges, I. A. (2018). Alvenaria de vedação em blocos de concreto simples submetida a elevadas temperaturas características de processos de incêndio. Dissertação (Mestrado) - Curso de Engenharia Civil, Departamento de Pós Graduação em Engenharia Civil, Universidade Federal de Pernambuco.

Corrêa, C., Silva, J. J. R., Pires, T. A. C. & Braga, G. C. (2015). Mapeamento de incêndio em edifícios em edificações: um estudo de caso na cidade do Recife. Revista de Engenharia Civil IMED. 2(3): 15-34, ISSN 2358-6508. Doi: http://Doi: 10.18256/2358-6508/rec-imed.v2n3p15-34

Delhomme, F., Ambroise, J. & Limam, A. (2012). Effects of high temperatures on mortar specimens containing Portland cement and GGBFS. Materials and Structures. 45, 1685-92. Doi: https://doi.org/10.1617/s11527-012-9865-7

Gusmão, A. D.; Calado, C. F. A.; Nogueira, C. L.; Silva, F. A. N.; Oliveira, R. A. & Cerqueira, S. O. (2009) Diretrizes para solução dos problemas relacionados aos prédios construídos em alvenaria resistente na Região Metropolitana do Recife. Recife: EDUPE.

Ingham, J. (2009) Forensic engineering of fire-damaged structures. Proceedimgs of ICE (Institution of Civil Engineers.

Irshidat M. R. & Al-Saleh M. H. (2018) Thermal performance and fire resistance of nanoclay modified cementitious materials. Construction and Building Materials, 159, 213-219. Doi: https://doi.org/10.1016/j.conbuildmat.2017.10.127

Karahan, O. (2011) Residual compressive strength of fire-damaged mortar after post-fire-air-curing. Fire and Materials, 35, 561-567. Doi: https://doi.org/10.1002/fam.1074

Karatas, M.; Benli, A. & Toprak, H. A. (2019) Effect of incorporation of raw vermiculite as partial sand replacement on the properties of self-compacting mortars at elevated temperature. Construction and Building Materials, 221, 163-176. Doi: https://doi.org/10.1016/j.conbuildmat.2019.06.077>

Morsy, M. S.; Rashad, A. M. & Shebl, S. S. (2008) Effect of elevated temperature on compressive strength of blended cement mortar. Building Research Journal, 56, (2-3). Dois: https://doi.org/10.12989/sem.2009.31.1.001

Naus, D. J. (2005) The effect of elevated temperature on croncrete materials and structures – A Literature Review. Oak Ridge: Ut-battelle, Llc.

Nguyen, T. D.; Meftah, F.; Chammas, R. & Mebarki, A. (2009) The behaviour of masonry walls subjected to fire: Modelling and parametrical studies in the case of hollow burnt-clay bricks. Fire Safety Jounal, 44. Doi: https://doi.org/10.1016/j.firesaf.2008.12.006

Rigão, A. O. (2012) Comportamento de pequenas paredes de alvenaria estrutural frente a altas temperaturas. Dissertação (Mestrado) - Curso de Engenharia Civil, Centro de Tecnologia, Universidade Federal de Santa Maria. https://repositorio.ufsm.br/handle/1/7809

Rigão, A. O.; Fagundes, R. M. C; Grotto, L. G. & Visintainer, M. R. M. (2021) Comportamento mecânico de alvenaria estrutural e seus componentes em temperatura elevadas. Brazilian Journal of Development, 7 (3), 22402 – 22415. Doi: https://doi.org/10.34117/bjdv7n3-113

Schafer, M. (2015) Análise da influência de elevadas temperaturas em revestimento de argamassa. Dissertação (Mestrado) - Programa de Pós-graduação em Engenharia Civil, Universidade do Vale do Rio dos Sinos (UNISINOS). http://www.repositorio.jesuita.org.br/handle/UNISINOS/5166.

Silva, M. L.; Corrêa, C. & Oliveira, R. A. de (2015) Risco de colapso em caso de incêndio em edifícios de alvenaria resistente do tipo “prédio caixão”. Revista Flammae. Revista Científica do Corpo de Bombeiros Miliar de Pernambuco. 1 (2). Doi: http://dx.doi.org/10.21628/2359-4837/flammae.v1n2p28-54

Yüzer, N.; Aköza, F. & Öztütk, L. D. (2004) Compressive strength–color change relation in mortars at high temperature. Cement and Concrete Research, 34, 1803-1807. Doi: https://doi.org/10.1016/j.cemconres.2004.01.015

Zemri, C. & Bouiadjra, M. B. (2020) Comparison between physical–mechanical properties of mortar made with Portland cement (CEMI) and slag cement (CEMIII) subjected to elevated temperature. Case Studies in Construction Materials, 12. Doi: https://doi.org/10.1016/j.cscm.2020.e00339

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Published

01/10/2022

How to Cite

VASCONCELOS, G. M. A. de .; PIRES, T. A. de C.; SILVA, J. J. do R. Residual strength of ceramic blocks and cementitious mortars subjected to high temperatures and different breaking conditions. Research, Society and Development, [S. l.], v. 11, n. 13, p. e140111334898, 2022. DOI: 10.33448/rsd-v11i13.34898. Disponível em: https://rsdjournal.org/index.php/rsd/article/view/34898. Acesso em: 17 nov. 2024.

Issue

Vol. 11 No. 13

Section

Engineerings

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Copyright (c) 2022 Geilson Márcio Albuquerque de Vasconcelos; Tiago Ancelmo de Carvalho Pires; José Jéferson do Rêgo Silva

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