Finite element methods for the multi-scale modeling of softening hinge lines in plates at failure

By F. Armero, D. Ehrlich. 2006

54 citations recorded by the source corpus.

Subfields: Biomedical Engineering, Computational Mechanics, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/4198a3f21f9cb5507000eedf04578a010c49aa4e

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In Biomedical Engineering

In Computational Mechanics

In Mechanics of Materials

Citations in the corpus

A smoothed finite element method for plate analysis (2008, unknown): “Other contributions to remove shear locking in meshfree plate discretizations are given in [50,24,32,33,37], and, very recently, [53,19, 2 ].”
New finite elements with embedded strong discontinuities for the modeling of failure in electromechanical coupled solids (2011, methodology): “This separation of the problem at hand serves convenient when extending the approach to beams in Ehrlich and Armero [19] and plates in Armero and Ehrlich [4].”
Phase-field description of brittle fracture in plates and shells (2016, background): “This example has also been studied in [51,25,22].”
New finite elements with embedded strong discontinuities in the finite deformation range (2008, methodology): “These observations identify an alternative strategy for the definition of the enhanced deformation gradient, as originally discussed in [7] for plates and [30] for infinitesimal continuum elements.”
Analysis of fracture in thin shells by overlapping paired elements (2006, result): “For the beam problem, the reaction results are shown in Fig. 7. It can be seen that no spurious locking occurs, and this contrasts with un-modified versions of the embedded discontinuity method applied to plates [ 31 ].”
Finite elements with embedded strong discontinuities for the modeling of failure in solids (2007, background): “See [26] for details of these considerations in the context of plates.”
Numerical simulation of dynamic fracture using finite elements with embedded discontinuities (2009, background): “As argued originally in Armero and Ehrlich (2006b) in the context of plate elements, these functions can be constructed with polynomials.”