Pages that link to "Item:Q3339415"

The following pages link to A total lagrangian formulation for the geometrically nonlinear analysis of structures using finite elements. Part I. Two-dimensional problems: Shell and plate structures (Q3339415):

Displaying 28 items.

• Wavelet solution for large deflection bending problems of thin rectangular plates (Q321193) (← links)
• Discrete-Mindlin finite element for nonlinear geometrical analysis of shell structures (Q338295) (← links)
• Fully adherent fiber-matrix FEM formulation for geometrically nonlinear 2D solid analysis (Q393769) (← links)
• Nonlinear displacement-based finite-element analyses of composite shells -- a new total Lagrangian formulation (Q675619) (← links)
• On finite element analysis of geometrically nonlinear problems (Q801723) (← links)
• Zur geometrisch nichtlinearen Finite-Elemente-Weggrößen- Formulierung in allgemeinen Koordinaten und deren Anwendung auf Flächentragwerke. (Geometrically nonlinear displacement-based finite- element-formulation in general coordinates and its applicatio (Q809699) (← links)
• Geometrically nonlinear analysis of shell structures using a flat triangular shell finite element (Q861373) (← links)
• Large-deflection analysis of shell structure by using corotational total Lagrangian formulation (Q922827) (← links)
• Passing of instability points by applying a stabilized Newton-Raphson scheme to a finite element formulation: Comparison to arc-length method (Q1015676) (← links)
• Postbuckling analysis stabilized by penalty springs and intermediate corrections. Generalization of Wright's scheme from 1968 (Q1026470) (← links)
• Rigid body concept for geometric nonlinear analysis of 3D frames, plates and shells based on the updated Lagrangian formulation (Q1033420) (← links)
• A simplified formulation of a plate/shell element for geometrically nonlinear analysis of moderately large deflections with small rotations (Q1119421) (← links)
• Total Lagrangian formulation for large-displacement analysis of the triangular finite elements (Q1122388) (← links)
• Finite-rotation shell elements via mixed formulation (Q1207280) (← links)
• Nonlinear static and dynamic analysis of shell structures with finite rotation (Q1808120) (← links)
• A theoretical proof of the invalidity of dynamic relaxation arc-length method for snap-back problems (Q2115579) (← links)
• Structural dynamical analysis by a lengths-based description of the small strains in the finite displacements regime (Q2380529) (← links)
• Positional description applied to the solution of geometrically non-linear plates and shells (Q2445135) (← links)
• One point quadrature shell elements for sheet metal forming analysis (Q2508301) (← links)
• Large Rotation Analyses of Plate/Shell Structures Based on the Primal Variational Principle and a Fully Nonlinear Theory in the Updated Lagrangian Co-Rotational Reference Frame (Q2964594) (← links)
• (Q3340282) (← links)
• Geometrically non-linear analysis of shell structures (Q3361987) (← links)
• Geometrically Exact Nonlinear Extended-Reissner/Mindlin Shells: Fundamentals, Finite Element Formulation, Elasticity (Q3404093) (← links)
• A total Lagrangian formulation for the geometrically nonlinear analysis of structures using finite elements. Part II: Arches, frames and axisymmetric shells (Q3710091) (← links)
• A FINITE ELEMENT FORMULATION FOR 3-D CONTINUA USING THE CO-ROTATIONAL TECHNIQUE (Q4355311) (← links)
• Analysis of 3D problems using a new enhanced strain hexahedral element (Q4446842) (← links)
• Finite element analysis of geometrically nonlinear structures using translational variables (Q4954150) (← links)
• Total-Lagrangian Formulation and Finite-Element Analysis of Highly Flexible Plates and Shells (Q5457296) (← links)