Pages that link to "Item:Q4854719"
From MaRDI portal
The following pages link to Closed‐form derivation of an 8‐node hexahedral element stiffness matrix by the hybrid stress method (Q4854719):
Displaying 4 items.
- Finite element linear and nonlinear, static and dynamic analysis of structural elements: A bibliography (1992-1995) (Q2721478) (← links)
- Semi-analytical integration of the elastic stiffness matrix of an axisymmetric eight-noded finite element (Q3055981) (← links)
- New stress assumption for hybrid stress elements and refined four-node plane and eight-node brick elements (Q4378858) (← links)
- A class of solvable singular stochastic control problems (Q4700350) (← links)