Numerical Analysis of Mixed-Mode Fracture in Concrete Using Extended Fictitious Crack Model-Reference-Cited by-同舟云学术

Numerical Analysis of Mixed-Mode Fracture in Concrete Using Extended Fictitious Crack Model

Published:2004-11 Issue:11 Volume:130 Page:1738-1747
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Shi Zihai¹

Affiliation:

1. Senior Researcher, Research and Development Center, Nippon Koei Co., Ltd., 2304 Inarihara, Tsukuba, Ibaraki, 300-1259, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282004%29130%3A11%281738%29

Reference25 articles.

1. Arrea M. and Ingraffea A.R. (1982). “Mixed-mode crack propagation in mortar and concrete.” Rep. No. 81-13 Dept. of Structural Engineering Cornel University Ithaca N.Y.

2. Rough cracks in reinforced concrete;Bažant Z. P.;J. Struct. Div. ASCE,1980

3. Mixed mode fracture of concrete

4. Carpinteri A. Valente S. Ferrara G. and Imperato L. (1992). “Experimental and numerical fracture modeling of a gravity dam.” Fracture mechanics of concrete structures Z. P. Bažant ed. Elsevier Applied Science New York 351–360.

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