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Détail de l'auteur
Auteur Jeffery R. Roesler
Documents disponibles écrits par cet auteur
Affiner la rechercheAnalytical approach to predicting temperature fields in multilayered pavement systems / Dong Wang in Journal of engineering mechanics, Vol. 135 N° 4 (Avril 2009)
[article]
in Journal of engineering mechanics > Vol. 135 N° 4 (Avril 2009) . - pp. 334-344
Titre : Analytical approach to predicting temperature fields in multilayered pavement systems Type de document : texte imprimé Auteurs : Dong Wang, Auteur ; Jeffery R. Roesler, Auteur ; Da-Zhi Guo, Auteur Article en page(s) : pp. 334-344 Note générale : Mécanique appliquée Langues : Anglais (eng) Mots-clés : Temperature distribution Layered systems Flexible pavements Rigid pavements Heat transfer Temperature effects. Résumé : An accurate and rapid estimation of the pavement temperature field is desired to better predict pavement responses and for pavement system design. In this paper, an innovative method to derive the theoretical solution of an axisymmetric temperature field in a multilayered pavement system is presented. The multilayered pavement system was modeled as a two-dimensional heat transfer problem. The temperature at any location (r,z) and any time t in an N-layer pavement system can be calculated by using the derived analytical solution. The Hankel integral transform with respect to the radial coordinate is utilized in the derivation of the solution. The interpolatory trigonometric polynomials based on discrete Fourier transform are used to fit the measured air temperatures and solar radiation intensities during a day, which are essential components in the boundary condition for the underlying heat transfer problem. A FORTRAN program was coded to implement this analytical solution. Measured field temperature results from a rigid pavement system demonstrate that the derived analytical solution generates reasonable temperature profiles in the concrete slab. DEWEY : 620.1 ISSN : 0733-9399 En ligne : http://ascelibrary.aip.org/getabs/servlet/GetabsServlet?prog=normal&id=JENMDT000 [...] [article] Analytical approach to predicting temperature fields in multilayered pavement systems [texte imprimé] / Dong Wang, Auteur ; Jeffery R. Roesler, Auteur ; Da-Zhi Guo, Auteur . - pp. 334-344.
Mécanique appliquée
Langues : Anglais (eng)
in Journal of engineering mechanics > Vol. 135 N° 4 (Avril 2009) . - pp. 334-344
Mots-clés : Temperature distribution Layered systems Flexible pavements Rigid pavements Heat transfer Temperature effects. Résumé : An accurate and rapid estimation of the pavement temperature field is desired to better predict pavement responses and for pavement system design. In this paper, an innovative method to derive the theoretical solution of an axisymmetric temperature field in a multilayered pavement system is presented. The multilayered pavement system was modeled as a two-dimensional heat transfer problem. The temperature at any location (r,z) and any time t in an N-layer pavement system can be calculated by using the derived analytical solution. The Hankel integral transform with respect to the radial coordinate is utilized in the derivation of the solution. The interpolatory trigonometric polynomials based on discrete Fourier transform are used to fit the measured air temperatures and solar radiation intensities during a day, which are essential components in the boundary condition for the underlying heat transfer problem. A FORTRAN program was coded to implement this analytical solution. Measured field temperature results from a rigid pavement system demonstrate that the derived analytical solution generates reasonable temperature profiles in the concrete slab. DEWEY : 620.1 ISSN : 0733-9399 En ligne : http://ascelibrary.aip.org/getabs/servlet/GetabsServlet?prog=normal&id=JENMDT000 [...] Virtual internal pair-bond model for quasi-brittle materials / Kyoungsoo Park, in Journal of engineering mechanics, Vol. 134 N°10 (Octobre 2008)
[article]
in Journal of engineering mechanics > Vol. 134 N°10 (Octobre 2008) . - pp. 856-866
Titre : Virtual internal pair-bond model for quasi-brittle materials Type de document : texte imprimé Auteurs : Kyoungsoo Park,, Auteur ; Glaucio H. Paulino, Auteur ; Jeffery R. Roesler, Auteur Année de publication : 2008 Article en page(s) : pp. 856-866 Note générale : Mécanique appliquée Langues : Anglais (eng) Mots-clés : Brittleness Cracking Models Material properties Résumé : The present multiscale investigation employs the initial and total fracture energy through a virtual internal pair-bond (VIPB) model. The proposed VIPB model is an extension of the traditional virtual internal bond (VIB) model. Two different types of potentials, a steep short-range potential and a shallow long-range potential, are employed to describe the initial and the total fracture energies, respectively. The Morse potential function is modified for the virtual bond potential so that it is independent of specific length scales associated with the lattice geometry. This feature is incorporated in the VIPB model, which uses both fracture energies and cohesive strength. With respect to the discretization by finite elements, we address the element size dependence in conjunction with the J integral. Parameters in the VIPB model are evaluated by numerical simulations of a pure tension test in conjunction with measured fracture parameters. We also validate the VIPB model by predicting load versus crack mouth opening displacement curves for geometrically similar specimens, and the measured size effect. Finally, we provide an example involving fiber-reinforced concrete, which demonstrates the advantage of the VIPB model over the usual VIB model. ISSN : 0733-9399 En ligne : http://cedb.asce.org/cgi/WWWdisplay.cgi?167247 [article] Virtual internal pair-bond model for quasi-brittle materials [texte imprimé] / Kyoungsoo Park,, Auteur ; Glaucio H. Paulino, Auteur ; Jeffery R. Roesler, Auteur . - 2008 . - pp. 856-866.
Mécanique appliquée
Langues : Anglais (eng)
in Journal of engineering mechanics > Vol. 134 N°10 (Octobre 2008) . - pp. 856-866
Mots-clés : Brittleness Cracking Models Material properties Résumé : The present multiscale investigation employs the initial and total fracture energy through a virtual internal pair-bond (VIPB) model. The proposed VIPB model is an extension of the traditional virtual internal bond (VIB) model. Two different types of potentials, a steep short-range potential and a shallow long-range potential, are employed to describe the initial and the total fracture energies, respectively. The Morse potential function is modified for the virtual bond potential so that it is independent of specific length scales associated with the lattice geometry. This feature is incorporated in the VIPB model, which uses both fracture energies and cohesive strength. With respect to the discretization by finite elements, we address the element size dependence in conjunction with the J integral. Parameters in the VIPB model are evaluated by numerical simulations of a pure tension test in conjunction with measured fracture parameters. We also validate the VIPB model by predicting load versus crack mouth opening displacement curves for geometrically similar specimens, and the measured size effect. Finally, we provide an example involving fiber-reinforced concrete, which demonstrates the advantage of the VIPB model over the usual VIB model. ISSN : 0733-9399 En ligne : http://cedb.asce.org/cgi/WWWdisplay.cgi?167247