Pages that link to "Item:Q1913196"
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The following pages link to Stabilization schemes for 12-node to 21-node brick elements based on orthogonal and consistently assumed stress modes (Q1913196):
Displaying 10 items.
- An economical assumed stress brick element and its implementation (Q672803) (← links)
- Stabilized plane and axisymmetric Lobatto finite element models (Q889689) (← links)
- Mixed variational principles and stabilization of spurious modes in the 9-node element (Q1820007) (← links)
- Application of the 2-D constant strain assumption to FEM elements consisting of an arbitrary number of nodes. (Q1871057) (← links)
- Generalized modal element method. I: Theory and its application to eight-node asymmetric and symmetric solid elements in linear analysis (Q2414272) (← links)
- A 3D triangular prism spline element using B-net method (Q2421999) (← links)
- Finite element linear and nonlinear, static and dynamic analysis of structural elements: A bibliography (1992-1995) (Q2721478) (← links)
- Eigenvalues and eigenmodes of 8-node brick elements (Q3991064) (← links)
- Solid elements with rotational DOFs by explicit hybrid stabilization (Q4360555) (← links)
- New stress assumption for hybrid stress elements and refined four-node plane and eight-node brick elements (Q4378858) (← links)
