Nondestructive Assessment of Reinforced Concrete Structures Based on Fractal Damage Characteristic Factors

Author:

Cao Maosen123,Ren Qingwen123,Qiao Pizhong123

Affiliation:

1. Associate Professor, College of Civil Engineering, Hohai Univ., Nanjing, Jiangsu 210098, P. R. China; Associate Professor, College of Hydraulic & Civil Engineering, Shandong Agriculture Univ., Tai’an, Shandong 271018, P. R. China. E-mail: cmszhy@163.com

2. Professor, College of Civil Engineering, Hohai Univ., Nanjing, Jiangsu 210098, P. R. China (corresponding author). E-mail: qingwenren@163.com

3. Associate Professor, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164-2910. E-mail: qiao@wsu.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference25 articles.

1. Fractal Cracking of Concrete: Parameterization of Spatial Diffusion

2. Cao M. S. and Ren Q. W. (2006). “Fractal behavior of concrete crack and its application to damage assessment.” Proc. Int. Workshop on Fracture of Materials: Moving Forwards 23–25 January 2006 Sydney Australia pp. 325–332.

3. Fractal nature of material microstructure and size effects on apparent mechanical properties

4. A fractional calculus approach to the description of stress and strain localization in fractal media

5. A scale-invariant cohesive crack model for quasi-brittle materials

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