Effect of Stress Singularity Magnitude on Scaling of Strength of Quasi-Brittle Structures-Reference-Cited by-同舟云学术

Effect of Stress Singularity Magnitude on Scaling of Strength of Quasi-Brittle Structures

Published:2014-05 Issue:5 Volume:140 Page:04014011
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Le Jia-Liang¹,Pieuchot Mathieu²,Ballarini Roberto³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Univ. of Minnesota, Minneapolis, MN 55455 (corresponding author).

2. M.S. Student, École Polytechnique, 91128 Palaiseau Cedex, France; formerly, Undergraduate Research Assistant, Dept. of Civil Engineering, Univ. of Minnesota, Minneapolis, MN 55455.

3. Professor, Dept. of Civil Engineering, Univ. of Minnesota, Minneapolis, MN 55455.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000693

Reference45 articles.

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

2. Scaling theory for quasibrittle structural failure

3. Microplane Model M4 for Concrete. I: Formulation with Work-Conjugate Deviatoric Stress

4. Determination of fracture energy, process zone longth and brittleness number from size effect, with application to rock and conerete

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