DocumentCode
2275636
Title
A fuzzy-control procedure for predicting fatigue crack initiation in asphaltic concrete pavements
Author
Yandell, W.O. ; Pham, T.D.
Author_Institution
Sch. of Civil Eng., New South Wales Univ., Kensington, NSW, Australia
fYear
1994
fDate
26-29 Jun 1994
Firstpage
1057
Abstract
In this paper a fuzzy-logic control procedure is proposed to estimate the number of standard axle passes required to cause asphaltic concrete cracking lying between the two boundary solutions which are provided by an elastic structural model and an elasto-plastic structural model for pavement design
Keywords
concrete; fatigue; fatigue cracks; fuzzy control; fuzzy logic; fuzzy set theory; structural engineering; structural engineering computing; asphaltic concrete pavements; boundary solutions; civil engineering; elastic structural model; elasto-plastic structural model; fatigue crack initiation prediction; fuzzy-control; fuzzy-logic; Australia; Axles; Capacitive sensors; Civil engineering; Concrete; Design methodology; Fatigue; Plastics; Residual stresses; Tensile stress;
fLanguage
English
Publisher
ieee
Conference_Titel
Fuzzy Systems, 1994. IEEE World Congress on Computational Intelligence., Proceedings of the Third IEEE Conference on
Conference_Location
Orlando, FL
Print_ISBN
0-7803-1896-X
Type
conf
DOI
10.1109/FUZZY.1994.343882
Filename
343882
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