Modeling Cracking and Damage of Concrete during Cooling to Very Low Temperatures

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Key Engineering Materials (Volumes 251-252)

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F.-G. Buchholz, H.A. Richard, M.H. Aliabadi

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437-446

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J. Planas and M. Elices Calafat, "Modeling Cracking and Damage of Concrete during Cooling to Very Low Temperatures", Key Engineering Materials, Vols. 251-252, pp. 437-446, 2003

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October 2003

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[1] F. S. Rost´asy and G. Wiedemann, Strength, deformation and thermal strains of concrete at cryogenic conditions, First International Conference on Cryogenic Concrete, Newcastle upon Tine, England, pp.1-7 (1981).

[2] M. Elices, F. S. Rost´asy and W. M. Faas, Cryogenic behaviour of materials for prestressed concrete. State of Art Report, FIP, Wexham Springs, UK. (1982).

[3] M. Elices and J. Planas, Measurement of tensile strength of concrete at very low temperatures, Journal of the American Concrete Institute, 79(3), 85-93 (1982).

[4] C. Rocco, J. Planas, G. V. Guinea and M. Elices, Fracture properties of concrete in cryogenic conditions, in Fracture Mechanics of Concrete Structures, de Borst et al, ed., Balkema, Lisse, 411-416 (2001).

[5] M. Elices, J. Planas and P. Maturana, Fracture of Concrete at Cryogenic Temperatures, in Fracture of Concrete and Rock, Shah, S. P. and Swartz, S., eds., Springer-Verlag, New York, pp.106-116 (1989).

DOI: https://doi.org/10.1007/978-1-4612-3578-1_12

[6] J. Planas, G. V. Guinea and M. Elices, Fracture Energy of Water Saturated and Partially Dry Concrete at Room and at Cryogenic Temperatures, in Advances in Fracture Research, Vol. 2, K. Salama et al., ed., Pergamon Press, Oxford, pp.1809-1817 (1989).

DOI: https://doi.org/10.1016/b978-0-08-034341-9.50193-5

[7] P. Maturana, J. Planas and M. Elices, Evolution of fracture behaviour of saturated concrete in the low temperature range, Engineering Fracture Mechanics, 35(4/5), 827-834 (1990).

DOI: https://doi.org/10.1016/0013-7944(90)90167-f

[8] J. Planas, H. Corres, M. Elices and R. Chueca, Thermal Deformation of Loaded Concrete During Thermal Cycles from 20 C to −165 C, Cement and Concrete Research, 14, 639-644 (1984).

DOI: https://doi.org/10.1016/0008-8846(84)90026-7

[9] M. Elices, J. Planas and H. Corres, Thermal Deformation of Loaded Concrete at Low Temperatures, 2: Transverse Deformation, Cement and Concrete Research, 16, 741-748 (1986).

DOI: https://doi.org/10.1016/0008-8846(86)90048-7

[10] H. Corres, M. Elices and J. Planas, Thermal Deformation of Loaded Concrete at Low Temperatures. 3: Lightweight Concrete, Cement and Concrete Research, 16, 845-852 (1986).

DOI: https://doi.org/10.1016/0008-8846(86)90007-4

[11] T. C. Powers, The air requirement of frost-resistant concrete, Proc. Highway Res. Board, 29, 184-211 (1949).

[12] T. C. Powers and R. A. Helmuth, Theory of volume changes in hardened portland-cement paste during freezing, Proc. Highway Res. Board, 32, 285-297 (1953).

[13] D. H. Everett, The thermodynamics of frost damage to porous solids, Trans. Faraday Soc., 57, 1541-1551 (1961).

DOI: https://doi.org/10.1039/tf9615701541

[14] G. G. Litvan, Phase transitions of adsorbates: Part IV. Mechanism of frost action in hardened cement paste, J. Am. Ceram. Soc., 55(1), 38-42 (1972).

DOI: https://doi.org/10.1111/j.1151-2916.1972.tb13393.x

[15] V. Penttala, Freezing-Induced Strains and Pressures in Wet Porous Materials and Especially in Concrete Mortars, Advanced Cement Based Materials, 7(1), 8-19 (1998).

DOI: https://doi.org/10.1016/s1065-7355(97)00011-4

[16] S. Chatterji, Aspects of the freezing process in a porous material-water system; Part 1. Freezing and the properties of water and ice; Part 2. Freezing and properties of frozen porous materials, Cement and Concrete Research, 29, 627-630 and 781-784 (1999).

DOI: https://doi.org/10.1016/s0008-8846(99)00036-8

[17] E. M. Schulson, I. P Swainson, T. M. Holden, and C. J. Korhonen, Hexagonal ice in hardened cement, Cement and Concrete Research, 30(2), 191-196 (2000).

DOI: https://doi.org/10.1016/s0008-8846(99)00229-x

[18] B. Zuber and J. Marchand, Modeling the deterioration of hydrated cement systems exposed to frost action; Part 1: Description of the mathematical model, Cement and Concrete Research, 30(12), 1929-1939 (2000).

DOI: https://doi.org/10.1016/s0008-8846(00)00405-1

[19] M, Matsumoto, S. Hokoi and M. Hatano, Model for simulation of freezing and thawing processes in building materials, Building and Environment, 36(6), 733-742 (2001) This article was processed using the LaTEX macro package with TTP style.

DOI: https://doi.org/10.1016/s0360-1323(00)00066-4

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