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
Link To Document :
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