Degree of hydration based Kelvin model for the basic creep of early age concrete

Materials and Structures/Materiaux et Constructions

Volumn 32, Issue 218, 1999, Pages 260-265

  De Schutter, G ^a  

^a NONE

Author keywords

[No Author keywords available]

Indexed keywords

CREEP; HYDRATION; MATHEMATICAL MODELS; STIFFNESS; STRESS ANALYSIS; VISCOELASTICITY;

EARLY AGE CONCRETE; KELVIN MODEL;

CONCRETE TESTING;

EID: 0032637864     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1007/bf02479595     Document Type: Article

References (9)

1. De Schutter, G. and Taerwe, L. 'Towards a more fundamental non-linear basic creep model for early age concrete', Mag. Con. Res. 49 (180) (1997) 195-200.
2. De Schutter, G. and Taerwe, L. 'General hydration model for portland cement and blast furnace slag cement', Ibid. 25 (3) (1995) 593-604.
3. Tschoegl, N. W. 'The phenomenological theory of linear viscoelastic behavior', (Springer Verlag, Berlin, 1989).
4. Van Breugel, K. 'Relaxation of young concrete', (Report 5-80-D8, Delft University of Technology, 1980).
5. De Borst, R. and Van Den Boogaard, A. H. 'Finite-element modeling of deformation and cracking in early-age concrete', J. Eng. Mech 120 (12) (1994) 2519-2534.
6. De Schutter, G. and Taerwe, L. 'Degree of hydration based description of mechanical properties of early age concrete', Mater. Struct. 29 (1996) 335-344.
7. De Witte, F. C. and Visschedijk, M. A. T. (eds.) 'DIANA finite element analysis user's manual release 6.1, Potential flow analysis', (TNO Building and Construction Reseach, Delft, 1996).
8. De Witte, F. C. and Feenstra, P. H. (eds.) 'DIANA finite element analysis user's manual release 6.1, Nonlinear analysis', (TNO Building and Construction Research, Delft, 1996).
9. Yue, L. L. 'Creep recovery of plain concrete under uniaxial compression', (Ph.D. thesis, Magnel Laboratory for Concrete Research, University of Ghent, Belgium, 1992).