2011
DOI: 10.1016/j.compstruc.2011.02.009
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Improved stresses for the 4-node tetrahedral element

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Cited by 26 publications
(26 citation statements)
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“…In this case, W 0 (F , J) and η 0 (F , J) represent the Helmholtz's free energy and the entropy of the system as a function of the deformation for a fixed reference temperature θ 0 . Knowledge of expressions for W 0 (F , J) and η 0 (F , J) enable the computation of ∆θ, once the internal energy of the system is obtained via equations (1d) and (15).…”
Section: Mie-grüneisen Equation Of Statementioning
confidence: 99%
See 1 more Smart Citation
“…In this case, W 0 (F , J) and η 0 (F , J) represent the Helmholtz's free energy and the entropy of the system as a function of the deformation for a fixed reference temperature θ 0 . Knowledge of expressions for W 0 (F , J) and η 0 (F , J) enable the computation of ∆θ, once the internal energy of the system is obtained via equations (1d) and (15).…”
Section: Mie-grüneisen Equation Of Statementioning
confidence: 99%
“…ANSYS AUTODYN, LS-DYNA, ABAQUS/Explicit, Altair HyperCrash), typically based on the use of the traditional Finite Element based second order displacement formulation [13,14], possesses several distinct disadvantages, namely: (1) Reduced order of convergence for strains and stresses [15,16]; (2) High frequency noise in the vicinity of shocks [17][18][19][20]; (3) Stability issues associated to shear locking, volumetric locking [21] and pressure checkerboard instabilities [22].…”
Section: Introductionmentioning
confidence: 99%
“…In this paper, a simple Dirichlet-based Lagrange multiplier projection procedure is employed where the value of the conjugate stresses (Σ F and Σ J ) on the boundary of the continuum is projected via the minimisation of a functional Π defined as follows 7 ,…”
Section: Two Dimensional Symmetric Equations For Elastodynamicsmentioning
confidence: 99%
“…Linear tetrahedral elements tend to be preferred due to the maturity of the existing unstructured mesh generators [5]. However, this approach presents a number of well-known shortcomings, namely, a reduced order of convergence for strains and stresses [6,7], poor performance in nearly incompressible bending dominated scenarios [8][9][10] and numerical instabilities in the form of shear locking, volumetric locking and spurious hydrostatic pressure fluctuations [11][12][13]. In addition, displacement-based methods used in conjunction with Newmark-type time integrators [14] have a tendency to introduce high frequency noise and accuracy is degraded once numerical artificial damping is employed [15][16][17][18][19].…”
Section: Introductionmentioning
confidence: 99%
“…second order for displacements but first order for stresses), requiring some form of stress recovery procedure if these are of interest [8,9]. Second, the performance of these formulations in bending dominated scenarios can be very poor [10,11] yielding unacceptable results.…”
Section: Introductionmentioning
confidence: 99%