Improved prediction model for time-dependent deformations of concrete: Part 1-Shrinkage

Materials and Structures

Volumn 24, Issue 5, 1991, Pages 327-345

  Bažant, Zdeněk P ^a   Kim, Joong Koo ^a   Panula, Liisa ^b  

^a NORTHWESTERN UNIVERSITY   (United States)

^b TAMS Consultants Inc   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 51249172950     PISSN: 13595997     EISSN: 18716873     Source Type: Journal    
DOI: 10.1007/BF02472066     Document Type: Article

References (34)

1. Practical prediction of time-dependent deformations of concrete
2. Probabilistic models
3. Effect of cracking in drying and shrinkage specimens
4. Non-linear water diffusion in non-saturated concrete
5. Practical formulation of shrinkage and creep of concretes
6. Influence of size and shape of member on the shrinkage and creep of concrete
7. Influence de la dimension des éprouvettes sur le retrait
8. Nouveaux résultats de recherches sur la déformation et la rupture du béton
9. Der Einfluss der Zementart, des Wasser-Zement-Verhältnisses und des Belastungsalters auf das Kriechen von Beton
10. Statistics of shrinkage test data
11. Prediction of concrete creep effects using ageadjusted effective modulus method
12. Comparison of approximate linear methods for concrete creep
13. Shrinkage and creep of high strength concrete
14. Long-time creep and shrinkage tests of plain and reinforced concrete
15. Consequences of diffusion theory for shrinkage of concrete
16. Strain-softening with creep and exponential algorithm
17. Stress-induced thermal and shrinakge strains in concrete