Statistical size scaling of compressive strength of quasi-brittle materials incorporating specimen length-to-diameter ratio effect-Reference-Cited by-同舟云学术

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Statistical size scaling of compressive strength of quasi-brittle materials incorporating specimen length-to-diameter ratio effect

Published:2019-12 Issue: Volume:104 Page:102345
ISSN:0167-8442
Container-title:Theoretical and Applied Fracture Mechanics
language:en
Short-container-title:Theoretical and Applied Fracture Mechanics

Author:

Lei Wei-Sheng,Qian Guian,Yu Zhishui,Berto Filippo

Funder

National Natural Science Foundation of China

Chinese Academy of Science

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Condensed Matter Physics,General Materials Science

Reference17 articles.

1. Scaling theory for quasibrittle structural failure;Bazant;Proc. Natl. Acad. Sci. (PNAS) USA,2004

2. On the mechanics of quasi-brittle materials with a fractal microstructure;Carpinteri;Eng. Fract. Mech.,2003

3. Deterministic size effect in the strength of cracked concrete structures;Karihaloo;Cem. Concr. Res.,2006

4. (Finite) statistical size effects on compressive strength;Weiss;Proc. Natl. Acad. Sci.,2014

5. Compressive strength of concrete cores with different lengths;Chen;ASCE J. Mater. Civ. Eng.,2014

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