Abstract:Explicit dynamic codes which are used currently for the study of plastic deformations in impact, or with some modification for metal forming, suffer two serious limitations.First, only quadrilateral or hexahedral linear elements can be used thus limiting the possibilities of adaptive refinement and adaptive meshing.Second, even with the use of such elements, special devices such as reduced integration must be introduced to avoid locking and reduce costs. These necessitate complex hour glass control, mending-ty… Show more
“…It is interesting to note that the form of Equation (36) is very similar to that obtained using the CBS method [7,8,11]. The FIC and CBS forms can be made in fact identical if the time increment in the CBS method is chosen to be coincident with the intrinsic time parameter.…”
Section: Simplification and Analogies With Other Formulationsmentioning
confidence: 75%
“…Equations (5) and (6) are completed with the boundary conditions on the displacements u i u i −ū i = 0 on u (7) and the equilibrium of surface tractions…”
Section: Equilibrium Equationsmentioning
confidence: 99%
“…It is well known that in these cases the use of equal order interpolations for displacements and pressure leads to locking solutions unless some precautions are taken. A stabilized finite element formulation based on the CBS method allowing for linear triangles and tetrahedra for transient dynamic analysis of quasi-incompressible solids was reported by the authors in References [7,11]. A similar formulation based on the FIC approach which does not require the split process is described next.…”
“…The pressure values also coincide reasonably well in the compression zone, although some differences are found in the peak pressure values induced by tensile (negative) stresses. These differences also occur for solutions obtained with linear triangles and the CBS method [7,11].…”
Section: Impact Of a Cylindrical Barmentioning
confidence: 99%
“…A similar method was derived for quasi-incompressible solids by Zienkiewicz and Taylor [1]. Zienkiewicz et al [7] have proposed a stabilization technique which eliminates volumetric locking in incompressible solids based on a mixed formulation and a characteristic based split (CBS) algorithm initially developed for fluids [8][9][10] where a split of the pressure is introduced when solving the transient dynamic equations in time. Extensions of the CBS algorithm to solve bulk metal forming problems have been recently reported by Rojek et al [11].…”
SUMMARYMany finite elements exhibit the so-called 'volumetric locking' in the analysis of incompressible or quasi-incompressible problems. In this paper, a new approach is taken to overcome this undesirable effect. The starting point is a new setting of the governing differential equations using a finite calculus (FIC) formulation. The basis of the FIC method is the satisfaction of the standard equations for balance of momentum (equilibrium of forces) and mass conservation in a domain of finite size and retaining higher order terms in the Taylor expansions used to express the different terms of the differential equations over the balance domain. The modified differential equations contain additional terms which introduce the necessary stability in the equations to overcome the volumetric locking problem. The FIC approach has been successfully used for deriving stabilized finite element and meshless methods for a wide range of advective-diffusive and fluid flow problems. The same ideas are applied in this paper to derive a stabilized formulation for static and dynamic finite element analysis of incompressible solids using linear triangles and tetrahedra. Examples of application of the new stabilized formulation to linear static problems as well as to the semi-implicit and explicit 2D and 3D non-linear transient dynamic analysis of an impact problem and a bulk forming process are presented.
“…It is interesting to note that the form of Equation (36) is very similar to that obtained using the CBS method [7,8,11]. The FIC and CBS forms can be made in fact identical if the time increment in the CBS method is chosen to be coincident with the intrinsic time parameter.…”
Section: Simplification and Analogies With Other Formulationsmentioning
confidence: 75%
“…Equations (5) and (6) are completed with the boundary conditions on the displacements u i u i −ū i = 0 on u (7) and the equilibrium of surface tractions…”
Section: Equilibrium Equationsmentioning
confidence: 99%
“…It is well known that in these cases the use of equal order interpolations for displacements and pressure leads to locking solutions unless some precautions are taken. A stabilized finite element formulation based on the CBS method allowing for linear triangles and tetrahedra for transient dynamic analysis of quasi-incompressible solids was reported by the authors in References [7,11]. A similar formulation based on the FIC approach which does not require the split process is described next.…”
“…The pressure values also coincide reasonably well in the compression zone, although some differences are found in the peak pressure values induced by tensile (negative) stresses. These differences also occur for solutions obtained with linear triangles and the CBS method [7,11].…”
Section: Impact Of a Cylindrical Barmentioning
confidence: 99%
“…A similar method was derived for quasi-incompressible solids by Zienkiewicz and Taylor [1]. Zienkiewicz et al [7] have proposed a stabilization technique which eliminates volumetric locking in incompressible solids based on a mixed formulation and a characteristic based split (CBS) algorithm initially developed for fluids [8][9][10] where a split of the pressure is introduced when solving the transient dynamic equations in time. Extensions of the CBS algorithm to solve bulk metal forming problems have been recently reported by Rojek et al [11].…”
SUMMARYMany finite elements exhibit the so-called 'volumetric locking' in the analysis of incompressible or quasi-incompressible problems. In this paper, a new approach is taken to overcome this undesirable effect. The starting point is a new setting of the governing differential equations using a finite calculus (FIC) formulation. The basis of the FIC method is the satisfaction of the standard equations for balance of momentum (equilibrium of forces) and mass conservation in a domain of finite size and retaining higher order terms in the Taylor expansions used to express the different terms of the differential equations over the balance domain. The modified differential equations contain additional terms which introduce the necessary stability in the equations to overcome the volumetric locking problem. The FIC approach has been successfully used for deriving stabilized finite element and meshless methods for a wide range of advective-diffusive and fluid flow problems. The same ideas are applied in this paper to derive a stabilized formulation for static and dynamic finite element analysis of incompressible solids using linear triangles and tetrahedra. Examples of application of the new stabilized formulation to linear static problems as well as to the semi-implicit and explicit 2D and 3D non-linear transient dynamic analysis of an impact problem and a bulk forming process are presented.
This paper considers the solution of problems in three-dimensional solid mechanics using tetrahedral ÿnite elements. A formulation based on a mixed-enhanced treatment involving displacement, pressure and volume e ects is presented. The displacement and pressure are used as nodal quantities while volume e ects and enhanced modes belong to individual elements. Both small and ÿnite deformation problems are addressed and sample solutions are given to illustrate the performance of the formulation.
Dedicated to the memory of Dick Gallagher -my very close friend SUMMARY After outlining the early history of the ÿnite element method the paper concentrates on to (1) some important achievements of the last decade and (2) presents an outline of some problems still requiring treatement.In the ÿrst part, the developments of the patch test for assessment of elements, new developments of adaptive reÿnement and the principles of the general CBS algorithm for uid dynamics are presented.
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