Paper Title:
The Frost Model of Concrete in the View of Damage Mechanics
  Abstract

To propose the damage model of concrete in the freezing-thawing cycles, the reasonable dissipation function and micro plastic deformation expression have been determined based on the continuum damage mechanics. The damage variable is expressed as a function of the number of freezing-thawing cycle. The damage is defined in terms of the loss of the dynamic elastic modules and the damage model of the concrete in the freezing-thawing cycles has been presented.

  Info
Periodical
Advanced Materials Research (Volumes 194-196)
Edited by
Jianmin Zeng, Taosen Li, Shaojian Ma, Zhengyi Jiang and Daoguo Yang
Pages
919-923
DOI
10.4028/www.scientific.net/AMR.194-196.919
Citation
D. F. Pan, Y. F. Qiao, C. S. Sun, X. B. Liu, "The Frost Model of Concrete in the View of Damage Mechanics", Advanced Materials Research, Vols. 194-196, pp. 919-923, 2011
Online since
February 2011
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