M. Ganapathi;B. P. Patel;J. Saravanan;M. Touratier
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A 2D field-consistent beam element for large displacement analysis using the total Lagrangian formulation
Finite Elements in Analysis and Design
Free-vibration analysis of arches based on the hybrid-mixed formulation with consistent quadratic stress functions
Computers and Structures
Relatively simple finite element formulation for the large amplitude free vibrations of uniform beams