Stress and strain state of concrete during freezing and thawing cycles

Cement and Concrete Research

Volumn 32, Issue 9, 2002, Pages 1407-1420

  Penttala, Vesa ^a   Al Neshawy, Fahim ^a  

^a AALTO UNIVERSITY   (Finland)

Author keywords

Concrete; Freezing and Thawing; Modeling; Strains; Stresses

Indexed keywords

AIR ENTRAINMENT; ATMOSPHERIC HUMIDITY; ELASTICITY; FREEZING; POROSITY; STRAIN; STRESSES; TEMPERATURE MEASUREMENT; THAWING; THERMODYNAMICS;

AIR-ENTRAINED CONCRETE;

CONCRETES;

EID: 0036721903     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0008-8846(02)00785-8     Document Type: Article

References (22)

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4. Studies of the physical properties of hardened Portland cement paste
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6. The thermodynamics of frost damage to porous solid
7. Capillary properties of some model pore systems with special reference to frost damage
8. Phase transitions of adsorbates: III. Heat effects and dimensional changes in nonequilibrium temperature cycles
9. Phase transitions of adsorbates - Vapour pressure and extension isotherms of the porous-glass + water system below 0 °C
10. Phase transitions of adsorbates: IV. Mechanism of frost action in hardened cement paste
11. Phase transition of adsorbates: V. Aqueous sodium chloride solutions adsorbed on porous silica glass
12. Einfluß des wassergehalts auf die eigenschaften des erhärteten betons
13. Freezing-induced strains and pressures in wet porous materials and especially in concrete mortar
14. Predicting freeze-thaw durability of concrete - A new approach
15. Strains and pressures induced by freezing mortars exposed in sodium chloride solution
16. A new method for the simultaneous determination of the size and shape of pores: The thermoporometry
17. Nature of compression strength in concrete
18. Frost testing high strength concrete: Scaling and cracking
19. Zuverlässige prüfung des frost- und frost-tausalz-widerstands von beton mit dem CDF- und CIF-test
20. Basis of testing the freeze-thaw resistance: Surface and internal deterioration
21. Ice formation and pore water redistribution during 2-cycle freezing and thawing of concrete mortars