Probabilistic damage modeling and service-life prediction of concrete under freeze–thaw action

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• 作者：Fangliang Chen ; Pizhong Qiao
• 关键词：Aging ; Degradation ; Durability ; Freezing and thawing ; Long ; term performance ; Service life prediction
• 刊名：Materials and Structures
• 出版年：2015
• 出版时间：August 2015
• 年：2015
• 卷：48
• 期：8
• 页码：2697-2711
• 全文大小：1,013 KB
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• 作者单位：Fangliang Chen (1)
  Pizhong Qiao (1) (2)
  
  1. Department of Civil and Environmental Engineering, Washington State University, Sloan Hall 117, Pullman, WA, 99164-2910, USA
  2. State Key Laboratory of Ocean Engineering and School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai, 200240, P.R. China
  
• 刊物类别：Engineering
• 刊物主题：Structural Mechanics
  Theoretical and Applied Mechanics
  Mechanical Engineering
  Operating Procedures and Materials Treatment
  Civil Engineering
  Building Materials
  
• 出版者：Springer Netherlands
• ISSN：1871-6873

文摘

The long-term performance of concrete subjected to freezing and thawing damage is experimentally studied. The ASTM procedures for rapid freezing and thawing are followed to condition all the test samples. Dynamic modulus of elasticity and fracture energy for different numbers of freeze/thaw (F/T) cycles are measured through nondestructive modal and cohesive fracture tests, respectively. Nonlinear regression analysis is adopted to analyze the test data, and the relationship between the relative dynamic modulus and the number of F/T cycles is established. Based on the three-parameter Weibull distribution model, the probabilistic damage analysis is performed, from which the relationships between the number of F/T cycles and damage parameter for different probabilities of reliability are established. Based on the correlations between the available field environment and the indoor laboratory experiment, the field service-life of the considered structural concrete is predicted and validated with the fracture energy test data.