Probabilistic Model to Predict the Durability of Concrete Affected by Salt Crystallization
Publication: Journal of Architectural Engineering
Volume 26, Issue 2
Abstract
The architectural heritage of the 1950s, mainly built in reinforced concrete, currently presents serious problems of degradation in the structural members more exposed to environmental aggressiveness. One cause of degradation of the porous material is the presence of sulfates in the water whose crystallization causes microfractures inside itself with subsequent detachment of surface layers. It is important to be able to predict the evolutionary trend of such damage on the basis of the composition of the concrete in order to improve its performance. The uncertainties inherent in the phenomenon of degradation suggest a probabilistic approach to this problem. Therefore, to study the decay produced by the presence of sulfates in concrete structures, accelerated durability laboratory tests on concrete specimens were carried out. This decay, quantified in a laboratory through a laser-triangulation profilometer, provided the basis on which a probabilistic modeling of the evolution of durability over time was developed.
Get full access to this article
View all available purchase options and get full access to this article.
References
ACI Committee 201. 1991. “Guide to durable concrete.” ACI Mater. J. 88: 54–82.
Akpinar, P., and I. Casanova. 2010. “A combined study of expansive and tensile strength evolution of mortars under sulfate attack: Implications on durability assessment.” Mater. Constr. 60 (297): 59–68.
Alexander, M., A. Bertron, and N. De Belie, eds. 2013. Performance of cement-based materials in aggressive aqueous environments. RILEM State-of-the-Art-Rep. Berlin: Springer.
Allan, J. 2010. “Private privilege - public duty: Examples of recent English experience in modern conservation.” J. Arch. 15 (5): 651–670.
Ang, A. H.-S. 2011. “Life-cycle considerations in risk-informed decisions for design of civil infrastructures.” Struct. Infrastruct. Eng. 7 (1–2): 3–9.
Barone, G., and D. M. Frangopol. 2014. “Reliability, risk and lifetime distributions as performance indicators for life-cycle maintenance of deteriorating structures.” Reliab. Eng. Syst. Saf. 123: 21–37.
Bertolini, L. 2008. “Steel corrosion and service life of reinforced concrete structures.” Struct. Infrastruct. Eng. 4 (2): 123–137.
Bertolini, L., F. Bolzoni, P. Pedeferri, L. Lazzari, and T. Pastore. 1998. “Cathodic protection and cathodic prevention in concrete: Principles and applications.” J. Appl. Electrochem. 28 (12): 1321–1331.
Binda, L., and G. Baronio. 1987. “Salt decay of masonry structures: An approach to service life design: Experimental research.” In Proc., Interim Rep. 1st Workshop on CNR (Italy)—NSF (USA) Evaluation and Retrofit of Masonry Structures, 24–32. Milan, Italy: CNR Cons. Naz. delle Ricerche. https://www.researchgate.net/publication/267158976_Effect_of_thermal_ageing_and_salt_decay_on_bond_between_FRP_and_masonry.
Binda, L., G. Cardani, and C. Tedeschi. 2005. “The evaluation of damage due to salt crystallisation of different re-pointing mortars studied in laboratory.” In Proc., 10th Int. Conf. on Durability of Building Materials and Components (10DBMC) (CD-ROM), 1–8. Lyone, France: EC (PL970175) and EC (ENC4-CT98-0706). http://www.irbnet.de/daten/iconda/CIB_DC24683.pdf.
Binda, L., and C. Molina. 1990. “Building materials durability: Semi-markov approach.” J. Mater. Civ. Eng. 2 (4): 223–239. https://doi.org/10.1061/(ASCE)0899-1561(1990)2:4(223).
Biondini, F. and D. M. Frangopol. 2016. “Life-cycle performance of deteriorating structural systems under uncertainty: Review.” J. Struct. Eng. 142 (9): F4016001. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001544.
Brimblecombe, P. 2004. “Damage to cultural heritage.” In Proc., Inter. Workshop on Air Pollution and Cultural Heritage, edited by C. Saiz-Jemenez, 88–96. London: Taylor & Francis Group.
Cardani, G., C. Tedeschi, L. Binda, and G. Baronio. 2002a. “Crystallisation test on treated brick/stone masonry. Specimens for damage evaluation.” In Proc., Int. Conf. 9th Durability of Building Materials (CD-ROM). Brisbene, Australia: RILEM. https://www.irbnet.de/daten/iconda/CIB9856.pdf.
Cardani, G., C. Tedeschi, L. Binda, and G. Baronio. 2002b. “Laboratory investigation on the durability of joint re-pointing in brick masonry damaged by salt crystallization.” In Vol. 9 of Proc., 6th Int. Masonry Conf., 65–72. London, UK: International Masonry Society. https://www.masonry.org.uk/downloads/proceedings-of-the-6th-international-masonry-conference/.
Cefis, N., and C. Comi. 2017. “Chemo-mechanical modelling of the external sulfate attack in concrete.” Cem. Concr. Res. 93 (3): 57–70.
Cefis, N., C. Comi, and C. Tedeschi. 2015. “Modellazione del degrado nel calcestruzzo dovuto a formazione di ettringite secondaria.” [In Italian.] In Proc., XII Con. Ass. It. di Meccanica Teorica e Applicata, 488–497. Genova, Italy: AIMETA. https://gup.unige.it/node/111.
Der Kiureghian, A. 2008. “Analysis of structural reliability under parameter uncertainties.” Probab. Eng. Mech 23 (4): 351–358.
Garavaglia, E., A. Anzani, L. Binda, and G. Cardani. 2008. “Fragility curve probabilistic model applied to durability and long term mechanical damage of masonry.” Mater. Struct. 41 (4): 733–749.
Garavaglia, E., N. Basso, and L. Sgambi. 2018. “Probabilistic life-cycle assessment and rehabilitation strategies for deteriorating structures: A case study.” Int. J. Archit. Heritage 12 (6): 981–996.
Garavaglia, E., B. Lubelli, and L. Binda. 2002. “Two different stochastic approaches modelling the deterioration process of masonry wall over time.” Mater. Struct. 35 (248): 246–256.
Garavaglia, E., A. Pizzigoni, L. Sgambi, and N. Basso. 2013. “Collapse behaviour in reciprocal frame structures.” Struct. Eng. Mech. 46 (4): 533–547.
Garavaglia, E., and L. Sgambi. 2015. “The use of a credibility index in the life-cycle assessment of structures.” Struct. Infrastruct. Eng. 11 (5): 683–694.
Garavaglia, E., and L. Sgambi. 2016. “Selective maintenance planning of a steel truss bridge based on the Markovian approach.” Eng. Struct. 125: 532–545.
Garavaglia, E., C. Tedeschi, S. Perego, and M. R. Valluzzi. 2016. “Probabilistic modelling of the damage induced by salt crystallization in fiber reinforced clay brick masonry.” In Proc., IB2MAC, 16th Int. Brick and Block Masonry Conf., Trends, Innovations and Challenges, (CD-ROM), edited by C. Modena, F. da Porto, and M.R. Valluzzi, 487–494. London: CRC Press, Taylor & Francis Group.
Glasser, F. P., J. Marchand, and E. Samson. 2008. “Durability of concrete—Degradation phenomena involving detrimental chemical reactions.” Cem. Concr. Res. 38 (2): 226–246.
Ikumi, T., S. H. P. Cavalaro, I. Segura, A. de la Fuente, and A. Aguado. 2017. “Simplified methodology to evaluate the external sulfate attack in concrete structures.” Mater. Des. 89 (5): 1147–1160.
Kim, Y. J., M. Hossain, and Y. Chi. 2011. “Characteristics of CFRP-concrete interface subjected to cold region environments including three-dimensional topography.” Cold Reg. Sci. Technol. 67 (1–2): 37–48.
Macdonald, S. 2003. Concrete building pathology. Oxford, UK: Blackwell Science.
Melchers, R. E., and C. Q. Li. 2009. “Reinforcement corrosion initiation and activation times in concrete structures exposed to severe marine environments.” Cem. Concr. Res. 39 (11): 1068–1076.
RILEM. 1998. “MS-A.1 Determination of the resistance of wallets against sulphates and chlorides.” RILEM TC 127-MS: Test for masonry materials and structures. Mater. Struct. 31 (1): 2–19.
Roziere, E., A. Loukili, R. El Hachem, and F. Grondin. 2009. “Durability of concrete exposed to leaching and external sulphate attacks.” Cem. Concr. Res. 39 (12): 1188–1198.
Scherer, G. W. 2004. “Stress from crystallization of salt.” Cem. Concr. Res. 34 (9): 1613–1624.
Sgambi, L., E. Garavaglia, N. Basso, and F. Bontempi. 2014. “Monte Carlo simulation for seismic analysis of a long span suspension bridge.” Eng. Struct. 78: 100–111.
Tedeschi, C., L. Binda, D. Gulotta, and L. Toniolo. 2010. “Durability to salt decay of commercial ready-mixed mortars for the conservation of cultural heritage.” In Proc., 2nd Conf. on Hist. Mortars—HMC 2010 and RILEM TC 203-RHM Final Workshop, edited by J. Valek, C. Groot, and J. J. Hughes, 1015–1022. Prague, Czech Republic: RILEM Publication SARL.
Thorne, R. 1997. “Quality, longevity and listing.” In Structure and Style: Conserving 20th Century Buildings, edited by M. Stratton. London: E. & F. N. Spon.
Van Balen, K., L. Binda, R. P. J. van Hees, and L. Franke. 1996. “Damage to historic brick masonry structures masonry damage diagnostic system and damage atlas for evaluation of deterioration.” In Vol. 3 of Proc., 8th Int. Congress on Deterioration and Conservation of Stone, 1687–1693. Berlin: British Library Conference Proceedings.
Yu, C., W. Sun, and K. Scrivener. 2013. “Mechanism of expansion of mortars immersed in sodium sulfate solutions.” Cem. Concr. Res. 43 (1): 105–111.
Information & Authors
Information
Published In
Copyright
© 2020 American Society of Civil Engineers.
History
Received: Nov 29, 2018
Accepted: Nov 26, 2019
Published online: Apr 7, 2020
Published in print: Jun 1, 2020
Discussion open until: Sep 7, 2020
Authors
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.