SAPAVE: an improved semi-analytical FE program for dynamic viscoelastic analysis of asphalt pavement

Analyzing dynamic viscoelastic responses induced by moving loads is a significant issue for pavement design and performance evaluation. Developing three-dimensional FE models in commercial software...

[1]  Oc Zeinkiewicz,et al.  THE FINITE PRISM IN ANALYSIS OF THICK SIMPLY SUPPORTED BRIDGE BOXES , 1972 .

[2]  George D. Hatzigeorgiou,et al.  Soil–structure interaction effects on seismic inelastic analysis of 3-D tunnels , 2010 .

[3]  Hani S. Mitri,et al.  Three-Dimensional Dynamic Analysis of Flexible Conventional Pavement Foundation , 2005 .

[4]  Jeffrey S. Mulliken,et al.  Discrete model for dynamic through-the-soil coupling of 3-D foundations and structures , 1998 .

[5]  Paulo A.F. Martins,et al.  A finite element model for the analysis of viscoelastic sandwich structures , 2011 .

[6]  Dawei Wang,et al.  Application of Semi-analytical Finite Element Method Coupled with Infinite Element for Analysis of Asphalt Pavement Structural Response , 2015 .

[7]  Sam Helwany,et al.  Finite-Element Analyses of Flexible Pavements , 1998 .

[8]  George D. Hatzigeorgiou,et al.  Dynamic inelastic analysis of 3-D flexible pavements under moving vehicles: A unified FEM treatment , 2016 .

[9]  Piotr Luszczek.  Parallel Programming in MATLAB , 2009, Int. J. High Perform. Comput. Appl..

[10]  D. Russell,et al.  A mathematical model for linear elastic systems with structural damping , 1982 .

[11]  Jaeseung Kim.  General Viscoelastic Solutions for Multilayered Systems Subjected to Static and Moving Loads , 2011 .

[12]  Fritz J. Jooste,et al.  Flexible Pavement Response Evaluation using the Semi-analytical Finite Element Method , 2002 .

[13]  Fujie Zhou,et al.  Prediction of stress intensity factors in pavement cracking with neural networks based on semi-analytical FEA , 2014, Expert Syst. Appl..

[14]  G. Tolstov.  Fourier Series , 1962 .

[15]  Jorge Barbosa Soares,et al.  Dynamic Viscoelastic Analysis of Asphalt Pavements using a Finite Element Formulation , 2010 .

[16]  Zacharoula Kalogiratou,et al.  Newton--Cotes formulae for long-time integration , 2003 .

[17]  Yanjun Qiu,et al.  Analysis of measured strain response of asphalt pavements and relevant prediction models , 2017 .

[18]  Leslie Ann Myers,et al.  Use of Two-dimensional Finite Element Analysis to Represent Bending Response of Asphalt Pavement Structures , 2001 .

[19]  Ping Xiang,et al.  Optical fibre-based sensors for distributed strain monitoring of asphalt pavements , 2018 .

[20]  Zhongyin Guo,et al.  Dynamic viscoelastic response of an instrumented asphalt pavement under various axles with non-uniform stress distribution , 2016 .

[21]  H. Rothert,et al.  Formulation and implementation of three-dimensional viscoelasticity at small and finite strains , 1997 .

[22]  Roger Ohayon,et al.  Dynamic responses of flexible-link mechanisms with passive/active damping treatment , 2008 .

[23]  Fujie Zhou,et al.  SA-CrackPro , 2008 .

[24]  Yang H. Huang,et al.  Pavement Analysis and Design , 1997 .

[25]  H. Markovitz.  Boltzmann and the Beginnings of Linear Viscoelasticity , 1977 .

[26]  Dawei Wang,et al.  Application of semi-analytical finite element method to evaluate asphalt pavement bearing capacity , 2018 .

[27]  John P. Ward,et al.  Numerical Modelling of Effects of Biphasic Layers of Corrosion Products to the Degradation of Magnesium Metal In Vitro , 2017, Materials.

[28]  Markus Oeser,et al.  Application of Dynamic Analysis in Semi-Analytical Finite Element Method , 2017, Materials.