A time domain boundary element method for modeling the quasi-static viscoelastic behavior of asphalt pavements

DOI10.1016/j.enganabound.2006.09.007zbMath1195.74268OpenAlexW1990009908MaRDI QIDQ1958297

Bjorn Birgisson, Jianlin Wang

Publication date: 28 September 2010

Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.enganabound.2006.09.007

zbMATH Keywords

viscoelasticitystress redistributionviscoelastic modelstime marchingasphalt pavementsdisplacement discontinuitiestime domain BEM

Mathematics Subject Classification ID

Boundary element methods applied to problems in solid mechanics (74S15) Soil and rock mechanics (74L10) Linear constitutive equations for materials with memory (74D05)

Related Items (9)

An analytical approach for the mixed-mode crack in linear viscoelastic media ⋮ The symplectic approach for two-dimensional thermo-viscoelastic analysis ⋮ The symplectic system method in the stress analysis of 2D elasto-viscoelastic fiber reinforced composites ⋮ A mathematical boundary integral equation analysis of standard viscoelastic solid polymers ⋮ Fast multipole boundary element analysis of 2D viscoelastic composites with imperfect interfaces ⋮ A new time-domain boundary element formulation for generalized models of viscoelasticity ⋮ A fast multipole boundary element method for 2D viscoelastic problems ⋮ Two-dimensional version of Sternberg and Al-Khozaie fundamental solution for viscoelastic analysis using the boundary element method ⋮ The quasi-static analysis for the viscoelastic hollow circular cylinder using the symplectic system method

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• Two‐dimensional elastodynamic displacement discontinuity method
• An Application of the Correspondence Principle of Linear Viscoelasticity Theory
• Fourier Transform Method in Linear Viscoelastic Analysis: The Vibrating Viscoelastic Reed

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