2000
DOI: 10.1002/(sici)1097-0207(20000330)47:9<1549::aid-nme842>3.3.co;2-b
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Node‐based uniform strain elements for three‐node triangular and four‐node tetrahedral meshes

Abstract: SUMMARYNode-based uniform strain elements for three-node triangular and four-node tetrahedral meshes are presented. The elements use the linear interpolation functions of the original mesh, but each element is associated with a single node. As a result, a favourable constraint ratio for the volumetric response is obtained for problems in solid mechanics. The uniform strain elements do not require the introduction of additional degrees of freedom and their performance is shown to be signiÿcantly better than tha… Show more

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Cited by 61 publications
(100 citation statements)
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“…Four different types of boundary conditions are considered: Fix (condition 1), Free (condition 2), Skew symmetric (condition 3) and Symmetric (condition 4). 6 field, contrary to the classical displacement based formulation [33,35,[37][38][39]. Crucially, the evolution of the fibre map (1b) must be advanced in time satisfying a set of compatibility conditions (known as involutions [62]), namely CURL(F ) = 0.…”
Section: Conservation Law Formulationmentioning
confidence: 99%
See 1 more Smart Citation
“…Four different types of boundary conditions are considered: Fix (condition 1), Free (condition 2), Skew symmetric (condition 3) and Symmetric (condition 4). 6 field, contrary to the classical displacement based formulation [33,35,[37][38][39]. Crucially, the evolution of the fibre map (1b) must be advanced in time satisfying a set of compatibility conditions (known as involutions [62]), namely CURL(F ) = 0.…”
Section: Conservation Law Formulationmentioning
confidence: 99%
“…Extensive efforts have since been made to further develop this class of averaged nodal strain technologies with the use of various types of stabilisation [34][35][36][37][38][39]. Despite exhibiting geometric locking-free behaviours, the resulting formulation still suffers from spurious hydrostatic pressure fluctuations when simulating nearly incompressible materials.…”
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. Third, the presence of numerical instabilities in the form of volumetric locking, shear locking and spurious hydrostatic pressure fluctuations [12,13] when large Poisson's ratios are used.…”
Section: Introductionmentioning
confidence: 99%
“…However, the resulting approach was reported to behave poorly in bending dominated scenarios. To overcome this difficulty, reference [11] proposed the nodal based uniform strain tetrahedral element by applying a nodal averaging process to the whole small strain tensor. Reference [31] extended this application to the large strain regime with the idea of employing both a nodal average Jacobian and a nodal average deformation gradient in the calculation of the stress tensor.…”
Section: Introductionmentioning
confidence: 99%
“…Additionally, following Gil and Ortigosa [1,2], we propose an extended Hu-Washizu [44,52,54,54,[69][70][71][71][72][73][74][75][76][77][78][79][80] mixed variational principle for nearly and truly incompressible scenarios. Considering now interpolation spaces which satisfy the LBB condition, a comparison of this enhanced methodology is carried out in this paper against the three-field formulation, where both LBB compliant and non-compliant interpolation spaces are considered.…”
Section: Introductionmentioning
confidence: 99%