Separation of thermal and autogenous deformation at varying temperatures using optical fiber sensors
Tài liệu tham khảo
Arrhenius, 1889, On the reaction velocity of the inversion of cane sugar by acids, Zeitschrift für Physikalische Chemie, 226, 10.1515/zpch-1889-0416
Back, 1967
Carino, 1991, The maturity method, 101
Freiesleben Hansen P, Pedersen J. Maturity computer for controlled curing and hardening of concrete. In: Nordisk Betong, vol. 1,1977, p. 19–34.
Geiker M. Studies of portland cement hydration by measurements of chemical shrinkage and systematic evaluation of hydration curves by means of the dispersion model. PhD Thesis, Lyngby, Technical University of Denmark, 1983.
Freiesleben Hansen, 1985, Curing of concrete structures CEB information bulletin, 166, 42
Schindler, 2004, Effect of temperature on the hydration of cementitious materials, ACI Mater J, 101, 72
Mounanga, 2006, Autogenous deformations of cement pastes: Part I. Temperature effects at early age and micro–macro correlations, Cement Concr Res, 6, 110, 10.1016/j.cemconres.2004.10.019
Weiss WJ. Experimental determination of the ‘Time-Zero’. In: Early Age Cracking In Cementitious Systems RILEM State of the Art Report TC-EAS, ed A. Bentur, 2002. p. 193–95.
Byfors, 1980
Saul, 1951, Principles underlying the steam curing of concrete at atmospheric pressure, Mag Concr Res, 2, 127, 10.1680/macr.1951.2.6.127
De Shutter, 2005, Applicability of degree of hydration concept and maturity method for thermo-visco-elastic behaviour of early age concrete, Cement Concr Compos, 27, 437
Jiang Z, Sun Z, Wang P. Autogenous relative humidity change and autogenous shrinkage of high-performance cement pastes. Cement Concr Res, in press.
Barcelo, 2005, Autogenous shrinkage of concrete: a balance between autogenous swelling and self-desiccation, Cement Concr Res, 35, 177, 10.1016/j.cemconres.2004.05.050
Loukili, 1999, Hydration kinetics, change of relative humidity, and autogenous shrinkage of ultra-high-strength concrete, Cement Concr Res, 29, 577, 10.1016/S0008-8846(99)00022-8
Baroghel-Bouny, 2006, Autogenous deformations of cement pastes Part II. W/C effects, micro–macro correlations, and threshold values, Cement Concr Res, 36, 123, 10.1016/j.cemconres.2004.10.020
Loukili, 2000, A new approach to determine the autogenous shrinkage of mortar at early age considering temperature history, Cement and Concr Res, 30, 915, 10.1016/S0008-8846(00)00241-6
Turcry, 2002, Can the maturity concept be used to separate the autogenous shrinkage and thermal deformation of a cement paste at early age?, Cement Concr Res, 32, 1443, 10.1016/S0008-8846(02)00800-1
Jensen, 2001, Autogenous deformation and RH-change in perspective, Cement Concr Res, 31, 1859, 10.1016/S0008-8846(01)00501-4
Bjøntegaard Ø. Thermal dilation and autogenous deformation as driving forces to self-induced stresses in high performance concrete. PhD. Thesis. Trondheim, Norway: The Norwegian University of Science and Technology, 1999.
Bjøntegaard, 2001, Interaction between thermal dilation and autogenous deformation in high performance concrete, Mater Struct, 34, 266, 10.1617/13731
Kada, 2002, Determination of the coefficient of thermal expansion of high performance concrete from initial setting, Mater Struct, 35, 35, 10.1617/13684
Laplante, 1994, Evolution du coefficient de dilatation thermique du béton en fonction de sa maturité aux tout premiers ages, Mater Struct, 27, 596, 10.1007/BF02473129
Shimasaki et al., Evaluation on Thermal Expansion Coefficient of Concrete at Very Early Ages. In: Mihashi, Wittmann editor. Proceedings of the International Workshop on Control of Cracking in Early Age Concrete, 2002.
RILEM Technical Committee 181-EAS, Report 25 Early Age Cracking in Cementitious Systems. France: RILEM Publications, 1:2002.
De Larrard, 1999
Glisic B. Fibre Optic Sensors and Behaviour in Concrete at Early Age PhD Thesis, EPFL, Lausanne.
Inaudi D. Fiber optic sensor network for the monitoring of civil engineering structures. PhD thesis, EPFL, Lausanne.
Viviani M, Monitoring and Modeling of Construction Materials During Hardening PhD Thesis No. 3168 (Lausanne Switzerland: EPFL).
Habel K. Structural behavior of elements combining ultra-high performance fibre reinforced concrete (UHPFRC) and reinforced concrete. PhD thesis. Lausanne, EPFL, 2004.
Viviani M, Glisic B, Scrivener KL, Smith IFC. Equivalency Points: Predicting Concrete Compressive Strength Evolution in Three Days. Cement and Concrete Research, submitted for publication.
Viviani, 2006, System for monitoring the evolution of the thermal expansion coefficient and autogenous deformation of hardening materials, SPIE Smart Mater Struct, 15, N137, 10.1088/0964-1726/15/6/N01
Staquet, 2004, Early-age autogenous shrinkage of UHPC incorporating very fine fly ash or metakaolin in replacement of silica fume
Viviani, 2005, Three-day prediction of concrete compressive strength evolution, ACI Mater J, 102, 231
Schindler, 2004, Prediction of concrete setting
Pinto, 1999, Application of maturity approach to setting times, ACI Mater J, 96, 686
Charron, J.P. Contribution à l’étude du comportement au jeune âge des matériaux cimentaires en conditions de déformations libre et restreinte. PhD. Thesis. Laval, Canada, Faculté des études supérieures de l’Université Laval, 2003.
