2.5D prediction of soil vibrations due to railway loads by the isogeometric analysis with scaled boundary

DOI10.1016/j.enganabound.2021.10.012OpenAlexW3209223653MaRDI QIDQ2058127

Jie Li, Yeong-Bin Yang

Publication date: 7 December 2021

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

Full work available at URL: https://doi.org/10.1016/j.enganabound.2021.10.012

zbMATH Keywords

NURBSMach cone2.5D formulationground vibrationIGA-SBIGArailway loadssoil-tunnel system

Mathematics Subject Classification ID

Mechanics of deformable solids (74-XX) Fluid mechanics (76-XX)

Related Items (1)

A coupled RKPM and dynamic infinite element approach for solving static and transient heat conduction problems

Uses Software

• SSIFiBo

Cites Work

• Isogeometric fluid structure interaction analysis with emphasis on non-matching discretizations, and with application to wind turbines
• Isogeometric analysis: CAD, finite elements, NURBS, exact geometry and mesh refinement
• The scaled boundary finite-element method - alias consistent infinitesimal finite-element cell method - for elastodynamics
• Scaled boundary isogeometric analysis for electrostatic problems
• Isogeometric analysis enhanced by the scaled boundary finite element method
• The stresses produced in a semi-infinite solid by a moving surface force
• A 2.5D finite/infinite element approach for modelling visco‐elastic bodies subjected to moving loads
• An improved continued-fraction-based high-order transmitting boundary for time-domain analyses in unbounded domains
• A two-and-a-half-dimensional displacement-based PML for elastodynamic wave propagation
• Modelling ground vibration from railways using wavenumber finite- and boundary-element methods
• The Numerical Evaluation of B-Splines

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