Paper Title:
Damage Model of Concrete Durability under Coupled Action of Stress and Freeze-Thaw Cycles
  Abstract

Based on damage mechanics and thermo, the mechanical degradation of concrete material under the coupled action of stress and freeze-thaw cycles was analyzed in this paper. The tensile stress in concrete during freeze-thaw cycles was obtained considering freezing-induced pore pressure variation with the change of temperature. A revised fatigue fracture model is proposed for the reliability analysis of concrete durability, which can evaluate damage status and the remaining service life of concrete structure after freeze-thaw cycles with different loading levels. The present model can serve as references for design and safety assessment for concrete structures in cold regions.

  Info
Periodical
Advanced Materials Research (Volumes 261-263)
Edited by
Jingying Zhao
Pages
182-186
DOI
10.4028/www.scientific.net/AMR.261-263.182
Citation
D. Zheng, J. T. Zhou , "Damage Model of Concrete Durability under Coupled Action of Stress and Freeze-Thaw Cycles", Advanced Materials Research, Vols. 261-263, pp. 182-186, 2011
Online since
May 2011
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Price
$32.00
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