Probabilistic Approaches for Pavement Fatigue Cracking Prediction based on Cumulative Damage Using Miner’s Law-Reference-Cited by-同舟云学术

Probabilistic Approaches for Pavement Fatigue Cracking Prediction based on Cumulative Damage Using Miner’s Law

Published:2005-05 Issue:5 Volume:131 Page:546-549
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Sun Lu¹²,Hudson W. Ronald¹²

Affiliation:

1. Assistant Professor, Department of Civil Engineering, Catholic Univ. of America, Washington D.C. 20064. E-mail: sunl@cua.edu

2. Professor Emeritus, Center for Transportation Research, Dept. of Civil Engineering, The Univ. of Texas at Austin, Austin, TX 78705. E-mail: wrhudson@mail.utexas.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282005%29131%3A5%28546%29

Reference13 articles.

1. Ahlvin R. G. and Ulery H. H. (1962). “Tabulated values for determining the complete pattern of stresses strains and deflection beneath a uniform circular load on a homogeneous half space.” Highway Research Board Bulletin No. 342.

2. A non-linear fatigue damage rule with an exponent based on a crack growth boundary condition

3. Cumulative fatigue damage modeling—crack nucleation and early growth

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