[[1] LéGER P., TINAWI R., MOUNZER N., Numerical simulation of concrete expansion in concrete dams affected by alkali-aggregate reaction: state–of–the–art, Canadian Journal of Civil Engineering, 1995, Vol. 22(4), 692–713.10.1139/l95-081]Search in Google Scholar
[[2] LI K., COUSSY O., Numerical assessment and prediction method for the chemico-mechanical deterioration of ASRaffected concrete structures, Canadian Journal of Civil Engineering, 2004, Vol. 31(3), 432–439.10.1139/l04-003]Search in Google Scholar
[[3] ALEKSANDROV Y.N., Analytical investigations of the performance of the dam at the Sayano-Shushenskaya HPP during an annual load cycle, Power Technology And Engineering - selective translations from gidrotekhnicheskoe stroitel'stvo and elektricheskie stantsii, 2006, Vol. 40, (No. 4), 224–228.10.1007/s10749-006-0052-2]Search in Google Scholar
[[4] DE SCHUTTER G., Finite element simulation of thermal cracking in massive hardening concrete elements using degree of hydration based material laws, Computers & Structures, 2002, 80, 2035–2042.10.1016/S0045-7949(02)00270-5]Search in Google Scholar
[[5] PARVINI M., PIETRUSZCZAK S., GOCEVSKI V., Seismic analysis of hydraulic structures affected by alkali-aggregate reaction: a case study, Canadian Journal of Civil Engineering, 2001, Vol. 28(2), 332–338.10.1139/l00-116]Search in Google Scholar
[[6] LYDZBA D., RÓZAŃSKI A., SOBÓTKA M., An annual cycle of changes in water temperature as a cause of cracking in massive concrete hydraulic structures, AGH Journal of Mining and Geoengineering, 2012, Vol. 36, No. 2, 217–227.]Search in Google Scholar
[[7] BOLEY B.A., WEINER J.H., Theory of Thermal Stresses, Wiley, New York 1960, 586.]Search in Google Scholar
[[8] ELZEIN A., A three-dimensional boundary element=Laplace transform solution of uncoupled transient thermo-elasticity in non-homogeneous rock media, Commun. Numer. Meth. Engng., 2001, 17, 639–646.10.1002/cnm.431]Search in Google Scholar
[[9] LYDZBA D. et al., Report No. 6/2011, “SPR” Series, Institute of Geotechnics and Hydrotechnics, Wroclaw University of Technology, 2011.]Search in Google Scholar
[[10] ORTIZ M., A constitutive theory for the inelastic behavior of concrete, Mech. Mater., 1985, Vol. 4, (1), 67–93.10.1016/0167-6636(85)90007-9]Search in Google Scholar
[[11] KLISINSKI M., MRÓZ Z., Description of inelastic deformation and degradation of concrete, Int. J. Solids Struct., 1988, Vol. 24 (4), 391–416.10.1016/0020-7683(88)90070-4]Search in Google Scholar
[[12] PIETRUSZCZAK S., JIANG J., MIRZA F.A., An elastoplastic constitutive model for concrete, International Journal of Solids and Structures, 1988, Vol. 24, Issue 7, 705–722.10.1016/0020-7683(88)90018-2]Search in Google Scholar
[[13] PIETRUSZCZAK S., XU G., Brittle response of concrete as a localization problem, International Journal of Solids and Structures, 1995, Vol. 32, 1517–1533.10.1016/0020-7683(94)00231-K]Search in Google Scholar