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A fuzzy-control procedure for predicting fatigue crack initiation in asphaltic concrete pavements
Conference proceeding

A fuzzy-control procedure for predicting fatigue crack initiation in asphaltic concrete pavements

W.O. Yandell, T.D. Pham and IEEE
Proceedings of 1994 IEEE 3rd International Fuzzy Systems Conference, pp.1057-1062 vol.2
1994
DOI: https://doi.org/10.1109/FUZZY.1994.343882

Abstract

Australia Axles Capacitive sensors Civil engineering Concrete Design methodology Fatigue Plastics Residual stresses Tensile stress
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.< >

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