Influencia de la presión de contacto sobre los parámetros de diseño de pavimentos asfálticos usando modelos de elementos finitos

Myriam R. Pallares Muñoz; Julián A. Pulencio Díaz

doi:10.25054/22161325.697

Influence of the contact pressure on the design parameters of asphalt pavements using finite element models

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Pallares Muñoz, M. R., & Pulencio Díaz, J. A. (2016). Influence of the contact pressure on the design parameters of asphalt pavements using finite element models. Ingeniería Y Región, 14(2), 99–112. https://doi.org/10.25054/22161325.697

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Published: Mar 1, 2016

Doi

https://doi.org/10.25054/22161325.697

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PlumX

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Vol. 14 (2015)

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Articles

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Esta obra está bajo una Licencia Creative Commons Reconocimiento-NoComercial-CompartirIgual

Myriam R. Pallares Muñoz Universidad Surcolombiana

Julián A. Pulencio Díaz Universidad Surcolombiana

Abstract

The influence of a dual tire pressure on the design parameters of asphalt pavements using finite element modeling EverStressFE©1.0 is evaluated. This is trying to represent more adjusted the footprint shape and intensity of stress generated by the tires of vehicles. To validate the elastic multilayer EverStress©5.0 software was used. The results of the deformations can be concluded that the asphalt pavement designs made with analytical methods may be slightly oversized and consequently increase the cost of construction of pavements. This study marks a route to analyze the sensitivity of various factors that may affect the design of asphalt pavements. Future research is expected to integrate dynamic conditions by introducing results of field tests to full scale.

Keywords

EverStressFE©1.0

EverStress©5.0

three-dimensional modeling of pavements

contact area

tire tread

tire-footprint-pressure-distribution

free-software pavement modeling.

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Author Biographies / See

Myriam R. Pallares Muñoz, Universidad Surcolombiana

Magíster Métodos Numéricos en Ingeniería. Universidad Surcolombiana. Avenida Pastrana Borrero Carrera 1ª, Neiva-
Colombia,

Julián A. Pulencio Díaz, Universidad Surcolombiana

Magíster Construcción Obras Viales. Universidad Surcolombiana. Avenida Pastrana Borrero Carrera 1, Neiva-Colombia,

References

AASHTO, 2008. Mechanistic-Empirical Pavement Design Guide, A Manual of Practice. American Association of State Highway and Transportation Officials, USA.

Bonaquist, R. and Christensen, D.W., 2005. Practical procedure for developing dynamic modulus master curves for pavement structural design. Transportation Research Record, pp. 208-217.

Brown, E.R., Kandhal, P.S., Zhang, J., 2001. Performance Testing for Hot Mix Asphalt. NCAT Report No. 01-05. University of Auburn, National Center for Asphalt Technology. Auburn Alabama USA.

Davids, W. G., 2009. EverStressFE1.0 Software for 3D Finite-Element Analysis of Flexible Pavement Structures. The Washington State Department of Transportation. Washington USA.

Davids, W. G., 2009. EverStressFE1.0 Theory Manual. The Washington State Department of Transportation. Washington USA.

Davids, W. G., 2009. EverStressFE1.0 Software for 3D Finite-Element Analysis of Flexible Pavement Structures: Summary of Features and Capabilities. University of Maine, AEWC Advanced Structures and Composites Center. Maine USA.

Kringos, N., Birgisson, B., Frost, D., Wang, L., 2013. Multi-Scale Modeling and Characterization of Infrastructure Materials, Proceedings of the International RILEM Symposium: Estocolmo, Springer.

LCPC, 1994. Conception et dimensionnement des structures de chaussée, Guide technique. LCPC and SETRA, Paris.

Papagiannakis, A.T., Masad, E.A., 2008. Pavement Design and Materials. John Wiley & Sons. Texas USA.

Rabaiottia, C., Puzrinb, A., Caprezb, M., Ozanc, C., 2013. Pavement structural health evaluation based on inverse analysis of three dimensional deflection bowl. International Journal of Pavement Engineering, 14(4), pp. 374-387.

Rodríguez, W., Pallares M., 2014. Modelado tridimensional de un pavimento bajo carga dual con elementos finitos. DYNA 82 (189), pp. 30-38.

Rodríguez, W. y Pallares M., 2005. Desarrollo de un modelo de elementos finitos para el diseño racional de pavimentos. Tecnura, Tecnologia y Cultura Afirmando el Conocimiento, pp. 25-37.

Witczak, M.W., Kaloush, K., Pellinen, T., El-Basyouny, M., Von Quintus, H., 2002. NCHRP Report 465, Simple Performance Test for Superpave Mix Design. Transportation Research Board, National Research Council. Washington USA.

Xia, K., 2010. Finite element modeling of dynamic tire/pavement interaction. Pavements and Materials: Testing and Modeling in Multiple Length Scales, pp. 204-214.