Issue 50

E. D. Pasiou, Frattura ed Integrità Strutturale, 50 (2019) 560-572; DOI: 10.3221/IGF-ESIS.50.47 571 emphasized that all three of them are in excellent accordance to each other, despite the fact that the results obtained are of qualitative nature. This observation renders their use a “treasure” in the hands of researchers. However, research in the laboratories should be somehow projected in real life. These techniques could be welcome for monitoring problematic members of a monument which will be always indicated by the scientists involved in the project, e.g., archeologists, architects, civil engineers etc. Taking into account the fact that a large number of structural members of most monuments are more or less cracked, these techniques could, for example, be used for monitoring existing cracks susceptible to propagate in order to alert the scientists about upcoming fractures in order to undertake the proper actions. R EFERENCES [1] Livadefs, C. J. (1956). The structural iron of the Parthenon, J. Iron Steel I., 182, pp. 49−66. [2] Varoufakis, G. J. (1992). The iron clamps and dowels from the Parthenon and Erechthion, J. Hist. Metall. S., 26, pp. 1−18. [3] Korres, M. and Bouras, Ch. (1983). Study for the Parthenon’s Restoration, Athens, Ministry of Culture, Committee for the Conservation of the Acropolis Monuments. [4] Angelides, S. (1976). Replacement of steel connectors by titanium alloy, The Acropolis: Problems-studies-measures to be taken. In: Proc 2 nd Int. Symp. on the Deterioration of Building Stones, Athens: National Technical University of Athens, pp. 351−352. [5] Skoulikidis, Th. (1972). Deterioration des materiaux de construction et notamment des marbres par la corrosion de l’ acier incorpore. Cas de l’ Acropole. In: Proc 1 st Int. Symp. on the Deterioration of Building Stones, Centre de Recherches et d’ Etudes Océanographiques, La Rochelle, France: Les Imprimeries Reunies de Chambery, pp. 41−45. [6] Skoulikidis, Th. (2000). Corrosion and Conservation of Structural Materials of Monuments, Crete, Crete University Press. [7] Kourkoulis, S. K., Exadaktylos, G. E. and Vardoulakis, I. (1999). U-notched Dionysos-Pentelicon marble in three point bending: The effect of nonlinearity, anisotropy and microstructure, Int. J. Fracture, 98(3-4), pp. 369−392. [8] Exadaktylos, G., Vardoulakis, I. and Kourkoulis, S. K. (2001). Influence of nonlinearity and double elasticity on flexure of rock beams – II. Characterization of Dionysos marble, Int. J. Solids Struct., 38, pp. 4119−4145. [9] Kourkoulis, S. K., Prassianakis, I., Agioutantis, Z. and Exadaktylos, G. E. (2006). Reliability assessment of the NDT results for the internal damage of marble specimens, Int. J. Mater. Prod. Tec., 26(1/2), pp. 35−56. [10] Zambas, C. (1994). Study for the Restoration of the Parthenon (vol. 3b). Athens: Ministry of Culture, Committee for the Conservation of the Acropolis Monuments. [11] Vardoulakis, I., Exadaktylos, G. E. and Kourkoulis, S. K. (1998). Bending of marble with intrinsic length scales: A gradient theory with surface energy and size effects, J. Phys. IV, 8, pp. 399−406. [12] Kourkoulis, S. K. and Ganniari-Papageorgiou, E. (2010). Experimental study of the size- and shape-effects of natural building stones, Constr. Build. Mater., 24(5), pp. 803−810. [13] Kourkoulis, S. K. (2011). An experimental study of the mechanical behaviour of the ‘Conchyliates’ shell- stone: Some irregularities of the size effects, Strain, 47(S1), pp. e344−e356. [14] Kourkoulis, S. K. and Ganniari-Papageorgiou, E. (2008). Bending of fragmented architraves restored with bolted tita- nium bars: A numerical analysis, Engineer. Transactions, 56(2), pp. 159−180. [15] Kourkoulis, S. K., Ganniari-Papageorgiou, E. and Mentzini, M. (2010). Dionysos marble beams under bending: Α con- tribution towards understanding the fracture of the Parthenon architraves, Eng. Geol., 115(3-4), pp. 246−256. [16] Christodoulopoulou, R. (2005). Study for the reposition of the members of the upper entablature of the Parthenon's northern peristyle, Athens, Ministry of Culture, Committee for the Conservation of the Acropolis Monuments. [17] Kourkoulis, S. K., Pasiou, E. D., Triantis, D., Stavrakas, I. and Hloupis, G. (2015). Innovative experimental techniques in the service of restoration of stone monuments - Part I: The experimental set up, Procedia Engineering, 109C, pp. 268−275. [18] Triantis, D., Stavrakas, I., Pasiou, E. D., Hloupis, G. and Kourkoulis, S. K. (2015). Innovative experimental techniques in the service of restoration of stone monuments - Part II: Marble epistyles under shear, Procedia Engineering, 109C, pp. 276−284. [19] Kourkoulis, S. K., Pasiou, E. D., Dakanali, I., Stavrakas, I. and Triantis, D. (2018). Notched marble plates under direct tension: Mechanical response and fracture, Constr. Build. Mater., 167, pp. 426−439. [20] Triantis, D. and Kourkoulis, S. K. (2018). An alternative approach for representing the data provided by the Acoustic Emission technique, Rock Mech. Rock Eng., 51(8), pp. 2433−2438.

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