Universal Size-Shape Effect Law Based on Comprehensive Concrete Fracture Tests-Reference-Cited by-同舟云学术

Universal Size-Shape Effect Law Based on Comprehensive Concrete Fracture Tests

Published:2014-03 Issue:3 Volume:140 Page:473-479
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Hoover Christian G.¹,Bažant Zdeněk P.²

Affiliation:

1. Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge, MA 02139; formerly, Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Northwestern Univ., 2145 Sheridan Rd., CEE/A135, Evanston, IL 60208.

2. McCormick Institute Professor and W. P. Murphy Professor of Civil and Mechanical Engineering and Materials Science, Northwestern Univ., 2145 Sheridan Rd., CEE/A135, Evanston, IL 60208 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000627

Reference35 articles.

1. Size Effect in Blunt Fracture: Concrete, Rock, Metal

2. Bažant Z. P. (1995). “Scaling of quasibrittle fracture: I. Asymptotic analysis based on laws of thermodynamics. ii. The fractal hypothesis its critique and weibull connection.” Bulletin 22 95-7/C402s Dept. of Civil Engineering Northwestern Univ. Evanston IL.

3. Size effect aspects of measurement of fracture characteristics of quasibrittle material

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