DLSFEM–PML formulation for the steady-state response of a taut string on visco-elastic support under moving load
Author:
Funder
MIUR
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics
Link
http://link.springer.com/content/pdf/10.1007/s11012-019-01047-7.pdf
Reference69 articles.
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2. Babǔska I (1973) The finite element method with Lagrange multipliers. Numer Math 20(3):179–192
3. Bajer CI, Dyniewicz B (2008) Space–time approach to numerical analysis of a string with a moving mass. Int J Numer Methods Eng 76(10):1528–1543
4. Basu U, Chopra AK (2003) Perfectly matched layers for time-harmonic elastodynamics of unbounded domains: theory and finite-element implementation. Comput Methods Appl Mech Eng 192(11–12):1337–1375
5. Basu D, Kameswara Rao NSV (2013) Analytical solutions for Euler–Bernoulli beam on visco-elastic foundation subjected to moving load. Int J Numer Anal Methods Geomech 37(8):945–960
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