Scaling Effect for Tensile Properties of Cementitious Materials Based on Self-Similarity: From Nano to Macro
Author:
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
Link
https://ascelibrary.org/doi/pdf/10.1061/JENMDT.EMENG-7101
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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