A highly efficient enhanced assumed strain physically stabilized hexahedral element

International Journal for Numerical Methods in Engineering

Volumn 49, Issue 8, 2000, Pages 1029-1064

  Puso, Michael Anthony ^a  

^a LAWRENCE LIVERMORE NATIONAL LABORATORY   (United States)

Author keywords

Enhanced strain; Finite element; Hexahedral; Physical stabilization

Indexed keywords

APPROXIMATION THEORY; ASYMPTOTIC STABILITY; BRICK; INVERSE PROBLEMS; PERTURBATION TECHNIQUES; STIFFNESS MATRIX; STRAIN;

INCOMPATIBLE MODES METHOD; JACOBIAN INVERSION; MATRIX INVERSIONS; PHYSICAL STABILIZATION METHOD; SINGLE POINT HEXAHEDRAL ELEMENT;

FINITE ELEMENT METHOD;

EID: 0034322692     PISSN: 00295981     EISSN: None     Source Type: Journal    
DOI: 10.1002/1097-0207(20001120)49:8<1029::AID-NME990>3.0.CO;2-3     Document Type: Article

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