Geometric non-linear analysis of space shell structures using generalized conforming flat shell elements-for space shell structures

DOI<941::AID-CNM200>3.0.CO;2-S 10.1002/(SICI)1099-0887(1998100)14:10<941::AID-CNM200>3.0.CO;2-SzbMath0912.73065OpenAlexW2080540024MaRDI QIDQ4225910

Qun Zhang, Mu Lu, Wenqi Kuang

Publication date: 17 January 1999

Full work available at URL: https://doi.org/10.1002/(sici)1099-0887(1998100)14:10<941::aid-cnm200>3.0.co;2-s

zbMATH Keywords

updated Lagrangian formulationEuler-Newton methodincremental equation of virtual workmodified arc-length methodmodified Euler-Newton methodNewton arc-length methodpost-buckling problems

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Membranes (74K15)

Related Items

Linear and geometrically nonlinear analysis of plates and shells by a new refined non-conforming triangular plate/shell element ⋮ Application of the generalized conforming flat shell element to geometrical non-linear analysis for composite stiffened shell structures ⋮ Numerical simulation of fluid-structure interaction using the finite element method ⋮ Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999)

Cites Work

• A three-dimensional finite-strain rod model. II. Computational aspects
• Finite element method - The natural approach
• On a stress resultant geometrically exact shell model. III: Computational aspects of the nonlinear theory
• Generalized conforming plate bending elements using point and line compatibility conditions
• A simple and effective element for analysis of general shell structures
• A fast incremental/iterative solution procedure that handles “snap-through”
• A consistent co-rotational formulation for shells using the constant stress/constant moment triangle
• Solution techniques for non−linear finite element problems