Universal Size Effect Law and Effect of Crack Depth on Quasi-Brittle Structure Strength-Reference-Cited by-同舟云学术

Universal Size Effect Law and Effect of Crack Depth on Quasi-Brittle Structure Strength

Published:2009-02 Issue:2 Volume:135 Page:78-84
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., CEE, 2145 Sheridan Rd., Evanston, IL 60208.

2. Postdoctoral Research Associate, Northwestern Univ., CEE, 2145 Sheridan Rd., Evanston, IL 60208.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282009%29135%3A2%2878%29

Reference37 articles.

1. The formation of equilibrium cracks during brittle fracture. General ideas and hypothesis, axially symmetric cracks;Barenblatt G. I.;Prikl. Mat. Mekh.,1959

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

3. Bažant Z. P. (1995). “Scaling theories for quasibritttle fracture: Recent advances and new directions.” Proc. 2nd Int. Conf. on Fracture Mechanics of Concrete and Concrete Struct. FraMCoS2 F. H. Wittmann ed. Aedificatio Publishers Freiburg Germany 515–534.

4. Bažant Z. P. (1998). “Size effect in tensile and compression fracture of concrete structures: Computational modeling and design.” Fracture mechanics of concrete structures Proc. 3rd Int. Conf. FraMCoS-3 H. Mihashi and K. Rokugo eds. Aedificatio Publishers Freiburg Germany 1905–1922.

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