Size Effect on Strength of Quasibrittle Structures with Reentrant Corners Symmetrically Loaded in Tension-Reference-Cited by-同舟云学术

Size Effect on Strength of Quasibrittle Structures with Reentrant Corners Symmetrically Loaded in Tension

Published:2006-11 Issue:11 Volume:132 Page:1168-1176
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Bažant Zdeněk P.¹²,Yu Qiang¹²

Affiliation:

1. McCormick Institute Professor and W. P. Murphy Professor of Civil Engineering and Materials Science, Northwestern Univ., 2145 Sheridan Rd., CEE, Evanston, IL 60208 (corresponding author). E-mail: z-bazant@northwestern.edu

2. Graduate Research Assistant and Doctoral Candidate, Northwestern Univ., Evanston, IL 60208. E-mail: qiangyu@northwestern.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282006%29132%3A11%281168%29

Reference38 articles.

1. The Mathematical Theory of Equilibrium Cracks in Brittle Fracture

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

3. Biography of Zdenek P. Bazant

4. Surface singularity and crack propagation

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