Bending analysis of elastically connected Euler-Bernoulli double-beam system using the direct boundary element method
From MaRDI portal
Publication:1985038
DOI10.1016/j.apm.2019.04.049zbMath1481.74427OpenAlexW2944342308WikidataQ127902207 ScholiaQ127902207MaRDI QIDQ1985038
W. K. F. Brito, C. D. C. D. Maia, A. V. Mendonça
Publication date: 7 April 2020
Published in: Applied Mathematical Modelling (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.apm.2019.04.049
Related Items
Numerical analysis of fractional partial differential equations applied to polymeric visco-elastic Euler-Bernoulli beam under quasi-static loads ⋮ Vibration analysis of partially viscoelastic connected double-beam system with variable cross section ⋮ Dynamics of fractional-order multi-beam mass system excited by base motion ⋮ Static boundary element solution of double plates
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Effect of rotary inertia and shear on vibration and buckling of a double beam system under compressive axial loading
- Exact dynamic stiffness matrix of a Timoshenko three-beam system
- Static interaction analysis between a Timoshenko beam and layered soils by analytical layer element/boundary element method coupling
- Static analysis of Timoshenko beam on elastic multilayered soils by combination of finite element and analytical layer element
- Static analysis of Timoshenko beam resting on elastic half-plane based on the coupling of locking-free finite elements and boundary integral
- Dynamic analyses of plane frames by integral equations for bars and Timoshenko beams
- Vibrations of bonded beams with a single lap adhesive joint
- Dynamic analysis of beams by the boundary element method
- Impact on an Elastically Connected Double-Beam System
- VIBRATION OF A DOUBLE-BEAM SYSTEM
- Series Solutions for Beams on Elastic Foundations
