An effective composite laminated curved beam element
From MaRDI portal
Publication:5467011
DOI10.1002/cnm.829zbMath1095.74035OpenAlexW2076976394MaRDI QIDQ5467011
Publication date: 23 May 2006
Published in: Communications in Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/cnm.829
first-order shear deformation theoryHellinger-Reissner variational principlehybrid-mixed formulation
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Composite and mixture properties (74E30)
Cites Work
- On the hybrid-mixed formulation of \(C^ 0\) curved beam elements
- Nonlinear finite element analysis of curved beams
- Shear and membrane locking in curved \(C^ 0\) elements
- The finite element method in structural mechanics. Principles and practice of design of field-consistent element for structural and solid mechanics
- An effective curved composite beam finite element based on the hybrid-mixed formulation
- On the suppression of zero energy deformation modes
- Refined theories for composite and sandwich beams with C0 finite elements
- An isoparametric quadratic thick curved beam element
- A second order beam theory
- A new rectangular beam theory
- Mixed models and reduced/selective integration displacement models for nonlinear analysis of curved beams
- Membrane Locking and Reduced Integration for Curved Elements
- Unnamed Item
- Unnamed Item
- Unnamed Item
This page was built for publication: An effective composite laminated curved beam element