JR Banerjee - Computers & Structures, 2024 - Elsevier
The frequency-dependent mass, elastic and geometric stiffness matrices of an axially loaded Bernoulli-Euler beam are developed through rigorous application of symbolic computation …
JR Banerjee - Computers & Structures, 2021 - Elsevier
Starting from the solutions of the governing differential equations of motion in free vibration, the frequency dependent mass and stiffness matrices of bar and beam elements have been …
JR Banerjee - Computers & structures, 2025 - Elsevier
Earlier research on the development of explicit algebraic expressions for the elements of the frequency-dependent mass, elastic and geometric stiffness matrices for free vibration …
NA Dumont, AAO Lopes - … & Fracture of Engineering Materials & …, 2003 - Wiley Online Library
The hybrid boundary element method, as based on the Hellinger‐Reissner potential for assumed singular stress fields, is suited for the explicit mathematical description of high …
NA Dumont - International journal for numerical methods in …, 2007 - Wiley Online Library
This paper brings an attempt toward the systematic solution of the generalized non‐linear, complex‐symmetric eigenproblem (K0− iωC1− ω2M1− iω3C2− ω4M2−···) ϕ= 0, with real …
JR Banerjee - Journal of Vibration and Acoustics, 2022 - asmedigitalcollection.asme.org
The frequency-dependent mass and stiffness matrices of a Timoshenko–Ehrenfest beam are developed through extensive application of symbolic computation. Explicit algebraic …
NA Dumont, RAP Chaves - Computer Assisted Mechanics and …, 2003 - academia.edu
The paper presents an attempt to consolidate a formulation for the general analysis of the dynamic response of elastic systems. Based on the mode-superposition method, a set of …
NA Dumont, EY Mamani - Computer Modeling in Engineering & …, 2011 - cdn.techscience.cn
A particular implementation of the hybrid boundary element method is presented for the two- dimensional analysis of potential and elasticity problems, which, although general in …
NA Dumont, CA Aguilar - Engineering Structures, 2012 - Elsevier
The present developments result from the combination of the variationally-based, hybrid boundary element method and a consistent formulation of the conventional, collocation …