Scaling Effect for Tensile Properties of Cementitious Materials Based on Self-Similarity: From Nano to Macro

Author:

Zhao Xiyao1,Zhou Jikai2,Tai Yating1

Affiliation:

1. Ph.D. Candidate, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, PR China.

2. Professor, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, PR China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference71 articles.

1. Abuhaikal M. M. A. R. 2011. “Nano-chemomechanical assessment of rice husk ash cement by wavelength dispersive spectroscopy and nanoindentation.” Ph.D. thesis Dept. of Civil and Environmental Engineering Massachusetts Institute of Technology.

2. Composition and density of nanoscale calcium–silicate–hydrate in cement

3. A molecular dynamics and microporomechanics study on the mechanical properties of major constituents of hydrated cement

4. The effect of introducing nanoparticles on the fracture toughness of well cement paste

5. Scaling theory for quasibrittle structural failure

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