Fracture mechanisms of layered materials in structures of cultural heritage objects
EDN: CORCOI
Abstract
Introduction. In contrast to homogeneous materials, fracture of layered masonry systems starts throughout the entire volume and not from the surface. This is due to a special boundary space emerging at the layer junction with the properties significantly different from those of both contacting materials. Despite the considerable number of works devoted to the features and patterns of its formation, the boundary space as a key factor in the fracture of the masonry system as a whole is still little touched upon.
Aim. To develop an approach to the facture mechanisms of layered porous masonry systems in cultural heritage objects operated for a long time.
Materials and methods. The presented model analyzes the main physical fracture mechanisms in the interlayer boundary space of the masonry system.
Results. Areas of sharp pore changes block transport of liquid and its evaporation. Impurities contained in the liquid medium and accumulated in the evaporation zone reduce the pore size and eventually contribute to the initiation of shrinkage-deformation (sorption) and crystallization mechanisms of fracture.
Conclusions. The facture processes in layered masonry systems are determined by the initial existence and further development of internal evaporation zones. These microzones are associated with boundary areas abundant at the layer junctions within the structure. In this regard, fracture processes develop simultaneously throughout the entire volume of the structure, being limited only to areas inaccessible for direct moistening. Thus, the fracture of layered masonry systems is self-developing and mainly determined by the access of a liquid medium.
About the Authors
E. V. SheikinRussian Federation
Evgenii V. Sheikin*, Sectoral Head, Sector for Diagnostics of Moisture and Structural Condition of Structures, Central Scientific and Restoration Project Workshops; Applicant, JSC Research Center of Construction, Moscow
Shkolnaya str., bld. 24, Moscow, 109544, Russian Federation; 2nd Institutskaya st., 6, bld. 1, Moscow, 109428, Russian Federation
e-mail: evg.sheykin@gmail.com
V. F. Stepanova
Russian Federation
Valentina F. Stepanova, Deputy Head for Research, Laboratory of Corrosion and Durability of Concrete and Reinforced Concrete Structures, Research Institute of Concrete and Reinforced Concrete named after A.A. Gvozdev, JSC Research Center of Construction, Moscow
2nd Institutskaya str., 6, bld. 5, Moscow, 109428, Russian Federation
e-mail: vfstepanova@mail.ru
References
1. <i>Sheikin E.V.</i> The nature of destruction of layered porous materials in the structures of cultural heritage sites. Beton i Zhelezobeton = Concrete and Reinforced Concrete. 2025;627(2):54-62. (In Russian). https://doi.org/10.37538/0005-9889-2025-2(627)-54-62.
2. <i>Brocken H.J.P.</i> Moisture transport in brick masonry: the grey area between bricks [Ph.D. Thesis]. Eindhoven University of Technology, The Netherlands; 1998. Available at: https://pure.tue.nl/ws/portalfiles/portal/1327854/9803487.pdf.
3. <i>Burkinshaw R.</i> The rising damp tests of Camberwell Pier: Potential height of moisture rise in brickwork and the effectiveness of a modern chemical injection cream damp coursing application. Journal of Building Appraisal. 2010;6(1):5–19. https://doi.org/10.1057/jba.2010.13.
4. <i>Mancarella D., Simeone V.</i> Capillary barrier effects in unsaturated layered soils, with special reference to the pyroclastic veneer of the Pizzo d’Alvano, Campania, Italy. Bulletin of Engineering Geology and the Environment. 2012;71(4):791–801. https://doi.org/10.1007/s10064-012-0419-6.
5. <i>Fourmentin M., Faure P., Rodts S., Peter U., Lesueur D., Daviller D., Coussot P.</i> NMR observation of water transfer between a cement paste and a porous medium. Cement and Concrete Research. 2017;95:56–64. https://doi.org/10.1016/j.cemconres.2017.02.027.
6. <i>Groot C., Larbi J.</i> The influence of water flow (reversal) on bond strength development in young masonry. Heron. 1999;44(2):63–78.
7. <i>Hendrickx R., Van Balen K., Van Gemert D., Roels S.</i> Measuring and modelling water transport from mortar to brick. In: Schueremans L. (ed.). Building materials and building technology to peserve the built heritage, 1st WTA-International PhD symposium, October 8-9, 2009, Leuven, Belgium, WTA-Schriftenreihe; 2009, pp. 175–194.
8. <i>Botas S., Veiga R., Velosa A.L.</i> Adherence Evaluation in Tile-Mortar Interface. Materials Science Forum. 2012;730–732:403–408. https://doi.org/10.4028/www.scientific.net/msf.730-732.403.
9. <i>Hendrickx R., Roels S., Van Balen K.</i> Water transport between mortar and brick: The influence of material parameters. RILEM Bookseries. 2013;7:329–341. https://doi.org/10.1007/978-94-007-4635-0_26.
10. <i>Janssen H., Derluyn H., Carmeliet J.</i> Moisture transfer through mortar joints: A sharp-front analysis. Cement and Concrete Research. 2012;42(8):1105–1112. https://doi.org/10.1016/j.cemconres.2012.05.004.
11. <i>Janssen H., Derluyn H., Carmeliet J.</i> Moisture transfer through mortar joints: interface resistances or hygric property changes? In: Proceedings of 12th Symposium for Building Physics; 2007. Available at: https://lirias.kuleuven.be/retrieve/30696.
12. <i>Moropoulou A., Bakolas A., Bisbikou K.</i> Physico-chemical adhesion and cohesion bonds in joint mortars imparting durability to the historic structures. Construction and Building Materials. 2000;14(1):35–46. https://doi.org/10.1016/s0950-0618(99)00045-8.
13. <i>Rodriguez-Navarro C., Cazalla O., Elert K., Sebastian E.</i> Liesegang pattern development in carbonating traditional lime mortars. Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences. 2002;458(2025):2261–2273. https://doi.org/10.1098/rspa.2002.0975.
14. <i>Brocken H.J.P., Spiekman M.E., Pel L., Kopinga K., Larbi J.A.</i> Water extraction out of mortar during brick laying: A NMR study. Materials and Structures. 1998;31(1):49–57. https://doi.org/10.1007/bf02486414.
15. <i>Carasek H., Japiassú P., Cascudo O., Velosa A.</i> Bond between 19th Century lime mortars and glazed ceramic tiles. Construction and Building Materials. 2014;59:85–98. https://doi.org/10.1016/j.conbuildmat.2014.02.043.
16. <i>Chase G.W.</i> Characterization of the interface between brick and mortar [PhD Theses]. Iowa State University; 1983. https://doi.org/10.31274/rtd-180813-7996.
17. <i>Davison J.I.</i> Loss of Moisture from Fresh Mortars to Bricks. Materials, Research and Standards, ASTM. 1961;1(5):385–389.
18. <i>De Freitas V.P., Abrantes V., Crausse P.</i> Moisture migration in building walls—Analysis of the interface phenomena. Building and Environment. 1996;31(2):99–108. https://doi.org/10.1016/0360-1323(95)00027-5.
19. <i>Derluyn H., Moonen P., Carmeliet J.</i> Moisture transfer across the interface between brick and mortar joint. Proceedings of the Nordic Symposium on Building Physics. 2008;2:865–872.
20. <i>Sugo H.O., Page A.W., Lawrence S.</i> А study of bond strength and mortar microstructure developed using masonry cement. Proceedings of 12th International Brick and Block Masonry Conference, Madrid, Spain; 2000, pp. 1753–1763.
21. <i>Zanelato E.B., Alexandre J., de Azevedo A.R.G., Marvila M.</i> Evaluation of roughcast on the adhesion mechanisms of mortars on ceramic substrates. Materials and Structures. 2019;52(3). https://doi.org/10.1617/s11527-019-1353-x.
22. <i>Zhou Z., Walker P., D’Ayala D.</i> Strength characteristics of hydraulic lime mortared brickwork. Proceedings of the Institution of Civil Engineers – Construction Materials. 2008;161(4):139–146. https://doi.org/10.1680/coma.2008.161.4.139.
23. <i>Gor G.Y., Huber P., Bernstein N.</i> Adsorption-induced deformation of nanoporous materials – A review. Applied Physics Reviews. 2017;4(1). https://doi.org/10.1063/1.4975001.
24. <i>Stück H., Siegesmund S., Rüdrich J.</i> Weathering behaviour and construction suitability of dimension stones from the Drei Gleichen area (Thuringia, Germany). Environmental Earth Sciences. 2011;63(7–8):1763–1786. https://doi.org/10.1007/s12665-011-1043-7.
25. <i>Steiger M.</i> Crystal growth in porous materials—II: Influence of crystal size on the crystallization pressure. Journal of Crystal Growth. 2005;282(3–4):470–481. https://doi.org/10.1016/j.jcrysgro.2005.05.008.
26. <i>Deryagin B.V., Churaev N.V., Muller V.M.</i> Surface forces. Moscow: Nauka Publ.; 1985. (In Russian).
27. <i>Scherer G.W.</i> Factors affecting crystallization pressure. In: International RILEM Workshop on Internal Sulfate Attack and Delayed Ettringite Formation. RILEM Publications SARL; 2004, pp. 139–154. https://doi.org/10.1617/2912143802.009.
Review
For citations:
Sheikin E.V., Stepanova V.F. Fracture mechanisms of layered materials in structures of cultural heritage objects. Bulletin of Science and Research Center of Construction. 2025;45(2). EDN: CORCOI