Dynamic analysis of Euler-Bernoulli beams by the time-dependent boundary element method formulation
DOI10.1016/J.ENGANABOUND.2015.11.003zbMath1403.74223OpenAlexW2227978162MaRDI QIDQ1654916
Raphael F. Scuciato, José Antonio Marques Carrer, Webe Joao Mansur
Publication date: 9 August 2018
Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.enganabound.2015.11.003
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Boundary element methods applied to problems in solid mechanics (74S15) Boundary element methods for initial value and initial-boundary value problems involving PDEs (65M38)
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Cites Work
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- A two-dimensional isogeometric boundary element method for elastostatic analysis
- Two-dimensional elastostatic analysis of FGMs via BEFM
- Convolution quadrature and discretized operational calculus. I
- Convolution quadrature and discretized operational calculus. II
- A new beam finite element for the analysis of functionally graded materials.
- Dynamic analysis of Timoshenko beams by the boundary element method
- Computation of Fresnel integrals
- Dynamic analysis of beams by the boundary element method
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