On large displacement-small strain analysis of structures with rotational degrees of freedom

On the geometrical stiffness of a beam in space—a consistent V.W. approach

This paper presents a nonlinear inelastic analysis of the biaxial bending and torsion of thinwalled steel beamcolumns based on the principle of virtual work. The effect of geometric nonlinearity is...

Nonlinear Inelastic Analysis of Steel Beam‐Columns. I: Theory

Adopting an updated Lagrange approach, the general framework for the fully non-linear analysis of curved shells is developed using a simple quadrilateral C0 model (HMSH5). The governing equations are derived based on a consistent linearization of an incremental mixed variational principle of the modified Hellinger/Reissner type with independent assumptions for displacement and strain fields. Emphasis is placed on devising effective solution procedures to deal with large rotations in space, finite stretches and generalized rate-type material models. In particular, a geometrically exact scheme for configuration update is developed by making use of the so-called exponential mapping algorithm, and the resulting element was shown to exhibit a quadratic rate of (asymptotic) convergence in solving practical shell problems with Newton–Raphson type iterative schemes. For the purpose of updating the spatial stress field of the element, an ‘objective’ generalized midpoint integration rule is utilized, which relies crucially on the concept of polar decomposition for the deformation gradient, and is in keeping with the underlying mixed method. Finally, the effectiveness and practical usefulness of the HMSH5 element are demonstrated through a number of test cases involving beams, plates and shells undergoing very large displacements and rotations.

J.F. Besseling

Papers

Derivatives of deformation parameters for bar elements and their use in buckling and postbuckling analysis