Fatigue Crack Growth in Pavements-Reference-Cited by-同舟云学术

Fatigue Crack Growth in Pavements

Published:2000-07 Issue:4 Volume:126 Page:283-290
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Castell M. A.¹²³,Ingraffea A. R.¹²³,Irwin L. H.¹²³

Affiliation:

1. Res. Asst., Dept. of Mech. Engrg., Univ. of Seville, Spain.

2. Prof., Dept. of Civ. and Envir. Engrg., Cornell Univ., Ithaca, NY 14853.

3. Assoc. Prof., Dept. of Agric. and Biol. Engrg., Cornell Univ., Ithaca, NY.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282000%29126%3A4%28283%29

Reference12 articles.

1. Barsoum R. S. and Loomis R. W. (1979). “Analysis of through cracks in cylindrical shells by quarterpoint elements.” Desalination Proc. ASCE Engrg. Mech. Div. Spec. Conf. ASCE New York 358–361.

2. Bitumen structure analysis in roads (BISAR) computer program . (1972). Koninlilijke/Shell Laboratorium Amsterdam.

3. Cho Y.-H. McCulloough F. and Weissmann J. (1996). “Considerations on finite-element method application in pavement structural analysis.” Transp. Res. Rec. 1539 Transportation Research Board Washington D.C. 96–101.

4. Edorgan F. and Sih G. C. (1963). “On the crack extension in plates under plane loading and transverse shear.” J. Basic Engrg. December 519–527.

5. “Fatigue response of asphalt-aggregate mixes.” (1994). Strategic Highway Research Program SHRP-A-404 National Research Council Washington D.C. 257–264.

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