Open Access
Stress function approach
Baudouin Fraeijs de Veubeke
- 01 Jan 1975
105
About: The article was published on 01 Jan 1975. and is currently open access. The article focuses on the topics: Stress (mechanics) & Function (mathematics).
read more
Chat with Paper
AI Agents for this Paper
Find similar papers on Google Scholar, PubMed and Arxiv
Write a critical review of this paper
Analyze citations of this paper to find unaddressed research gaps
Citations
A weak Galerkin finite element method for second-order elliptic problems
Junping Wang,Xiu Ye +1 more
TL;DR: A finite element method by using a weakly defined gradient operator over generalized functions and an optimal order error estimate in both a discrete H^1 and L^2 norms are established for the corresponding weak Galerkin finite element solutions.
PEERS: A new mixed finite element for plane elasticity
TL;DR: In this article, a mixed finite element procedure for plane elasticity is introduced and analyzed, and the symmetry of the stress tensor is enforced through the introduction of a Lagrange multiplier.
403
Efficient rectangular mixed finite elements in two and three space variables.
TL;DR: In this paper, deux families d'elements finis mixtes for des problemes aux limites elliptiques d'ordre 2 en dimension 2 and 3 were introduced.
A family of mixed finite elements for the elasticity problem
TL;DR: In this article, a new mixed finite element formulation for the equations of linear elasticity is considered, where the variables approximated are the displacement, the unsymmetric stress tensor and the rotation.
315
Mixed finite element methods for linear elasticity with weakly imposed symmetry
TL;DR: New finite element methods for the approximation of the equations of linear elasticity in three space dimensions that produce direct approxima- tions to both stresses and displacements are constructed.
References
A new variational principle for finite elastic displacements
TL;DR: In this article, a new set of variational principles, of displacement, canonical or complementary energy types, was derived from the use of the polar decomposition theorem of the jacobian.
163
A Triangular Equilibrium Element with Linearly Varying Bending Moments for Plate Bending Problems
TL;DR: In this article, the main details of a triangular element which satisfies equilibrium conditions between the adjacent elements and which is used in conjunction with the complementary energy principle are provided, where the bending moments vary linearly within the element and use is made in the derivation of the analogy that exists between problems of plane stress and plate bending.
31
Basis for isoparametric stress elements
TL;DR: In this paper, the basic flexibility matrix of an isoparametric stress element is defined, and the rank technique is adopted to automatically extract the zero stress modes such that the element can be completely interchangeable between any finite element system.
7