Table of Contents

BEM3D

3D boundary element

Description

Boundary element using the “BEM” method in linear elastic mechanical analysis.
A group of BEM boundary elements defines a region considered as an equivalent finite element.
No volumetric force is taken into account.
Type: 61
Implemented by: Y.S. Jiang, 1991

Files

Prepro: BE3DIM.F, BEM3DA.F
Lagamine: BEM3DB.F

Input file

Title (A4)
TITLE“BEM3D” in the first 5 columns
Control data (I5)
NEFEQ Number of equivalent finite elements
NX = 1 if the problem is symmetrical with respect to a plane perpendicular to axis X
= 0 else
NY = 1 if the problem is symmetrical with respect to a plane perpendicular to axis Y
= 0 else
NZ = 1 if the problem is symmetrical with respect to a plane perpendicular to axis Z (not available yet)
= 0 else
XCoordinate of the symmetry plane along X
YCoordinate of the symmetry plane along Y
ZCoordinate of the symmetry plane along Z

Definition of an equivalent finite element

This section must be repeated NEFEQ times.

Control data (9I5)
LMATEMaterial law - only the elastic material is accessible
NSUBENumber of boundary BEM elements
NSUBDTotal number of nodes taken into account in the boundary elements
NSIGPNumber of interior points where stresses should be computed
NORETIndex for rigid body rotation (:!: Not available)
NTRACNumber of surface traction (:!: Not available)
IFTRAIndex for the calculation of nodal traction at each step (:!: Not available):
= 1 Yes
≠ 1 No
NRIIndex for the control of rigid body rotation (:!: Not available)
INSOLIndex for the choice of fundamental solution (:!: Not available):
= 1 Green (fluid mechanics, problem of potential)
= 2 Kelvin (solid mechanics)
= 2 Mindlin (solid mechanics)
NINFIndex for the type of domain:
= 0 Finite domain
= 1 Infinite domain
Definition of the BEM elements (2I5/NELND(I5)) - Repeated NSUBE times
NELNDNumber of nodes of the boundary element (3, 4, 6 or 8)
NINPNumber of Gauss integration points (1, 4, or 9)
NODE(I)
I=1,NELND
List of nodes of the BEM element
Definition of the points of stress computation 3G10.0) - repeated NSIGP times
XPCoordinates of the point where the stress must be computed
YP
ZP

Remarks

4 types of boundary elements are available: The numbering direction must be done in order to get a normal to the element surface directed outwards of the domain.