Numerical Study of Stress Intensity in Flexible Pavement Under Airplane Loading
Abstract
Stress in the pavement structure leads to all types of failures in road and runway surface. Pavement stress from foreign indicators of failure that the cause of loading, environmental factors, poor construction or a set of them pavement failure can be structural or functional.
Structural failure requires detailed analysis of failure mechanisms and layers are contributing in pavement failure. Repairs are generally very expensive and runway pavement may require reconstruction. One of the common methods for studying of cracks derived from fatigues is fracture mechanics method. In this study, to evaluate the development of sample crack, the airport pavement was modelling by finite element software and the amounts of stress were measured at the crack tip. The results show that, by increasing the thickness of the layer of asphalt, the stresses and displacements are reduced.
Full Text:
PDFReferences
Navneet Garg, Introduction to FAA’s national airport pavement test facility (NAPTF), workshop – accelerated pavement testing for airport pavements and its impact on pavement design for new generation aircraft, Presented to 3rd Intl. Conf. on APT, Madrid, Spain, September 30, 2008.
M. Willis, D. Johnson and B. Sukumaran, Three –Dimensional Finite Element Analyses of Flexible Airport Pavement for the Next Generation of Aircrafts, Minnesota Department of Transportation, USA, 2006.
Gopalakrishnan, K. and Thompson. M. R. , Rutting Study of NAPTF Flexible Pavement Test Sections, In Proceedings of the 2003 ASCE Airfield Specialty Conference, Las Vegas, 2003.
Gopalakrishnan, K., Evaluation of accelerated deterioration in NAPTF flexible test pavement, Journal of Zhejiang University SCIENCE A, May 4 2008.
Paris, P. and Erdogan, F., A critical analysis of crack propagation laws, Journal of Basic Engineering, Transactions of the American Society of Mechanical Engineers, December, pp. 528-534, 1963 .
Schorsh, M., Chang.C.M. and Baladi.G.Y. Effect of Segregation on the Initiation and Propogation of Top-Down Cracks, Proc.82th Transportation Research Board Annual Meeting Washington D.C., January 2003.
Erol Tutumluer & In Tai Kim, Permanent Deformation Behaviour of Airport Pavement Base and Subbase Courses, University of Illinois, Urbana-Champaign, November 9, 2004.
Chia-Pei & Shih-Ying Wang., The Development and Application of Finite Element Model in the Chiang Kai-Shek International Airport, Proceedings the 8th International Conference on Concrete Pavements, August 10-12, Colorado, USA,2005.
Rodney N. Joel, FAA Rigid Pavement and Tools Design Philosophy, Northwest Region Airports Conference, April 10, 2006.
Walter Perlongo and Gaetano Bosurgi., Numerical Analysis of Fatigue Cracks Growth in Flexible Pavements with the Elastoplastic Fracture Mechanics Method, 2013.
Darvishi M. M. and TarazJamshidi, U, Comprehensive Guide Mechanical Analysis By Software Abaqus, book collection orange triangle, Second Edition, Fall, page 400,2013.
Refbacks
- There are currently no refbacks.
Copyright (c) 2016 INTERSECTII / INTERSECTIONS
Indexed