1.4.2 Beam stress/displacement elements

Product: ABAQUS/Standard  

I. Load types: CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE, ROTA

Problem description

Model:

Length15.0
Centrifugal axis of rotation(0, 0, 1) through (7.5, 0, 0)
Gravity load vector(1, 0, 0)
Beam section data: 
Arbitrary (closed)n = 4, A = (–.995, 1.49), B = (–.995, –1.49),
  = 0.01, C = (.995, –1.49), = 0.02,
 D = (.995, 1.49), = 0.01, E = (–.995, 1.49),
  = 0.02
Arbitrary (open)n = 2, A = (0.0, 3.95), B = (0.0, 0.0), = 0.1,
 C = (3.95, 0.0), = 0.1
Boxa = 2.0, b = 3.0, = = 0.01, = = 0.02
Circler = 2.0
GeneralA = 12.566, = = 12.566, J = 25.133
Hexagonalr = 2, t = 0.02
I-sectionh = 2.4, l = 1.2, = 3.0, = 2.0, = = = 0.02
L-sectiona = 4.0, b = 4.0, c = 0.1, d = 0.1
Piper = 2.0, t = 0.2
Rectangulara = 2.0, b = 3.0
Trapezoidala = 2.0, b = 3.0, c = 2.0, d = 1.5

Material:

Young's modulus3 × 106
Poisson's ratio0.3
Density0.16667
Coefficient of thermal expansion0.0001

Initial conditions:

Initial temperatureALL, –10.0

Results and discussion

The calculated reactions are in agreement with the applied loads.

Input files

Rectangular section

B21 element load tests:


eb22qxd1.inp

CENT, CENTRIF, GRAV, PX, PY, P2, *TEMPERATURE.

eb22rgd1.inp

CENT, CENTRIF, GRAV, PX, PY, P2, *TEMPERATURE.

eb22rvd1.inp

CENT, CENTRIF, GRAV, PX, PY, P2, *TEMPERATURE.

B21H element load tests:


eb2hqxd1.inp

CENT, CENTRIF, GRAV, PX, PY, P2, *TEMPERATURE.

eb2hrgd1.inp

CENT, CENTRIF, GRAV, PX, PY, P2, *TEMPERATURE.

eb2hrvd1.inp

CENT, CENTRIF, GRAV, PX, PY, P2, *TEMPERATURE.

B22 element load tests:


eb23qxd1.inp

CENT, CENTRIF, GRAV, PX, PY, P2, *TEMPERATURE.

eb23rgd1.inp

CENT, CENTRIF, GRAV, PX, PY, P2, *TEMPERATURE.

eb23rvd1.inp

CENT, CENTRIF, GRAV, PX, PY, P2, *TEMPERATURE.

B22H element load tests:


eb2iqxd1.inp

CENT, CENTRIF, GRAV, PX, PY, P2, *TEMPERATURE.

eb2irgd1.inp

CENT, CENTRIF, GRAV, PX, PY, P2, *TEMPERATURE.

eb2irvd1.inp

CENT, CENTRIF, GRAV, PX, PY, P2, *TEMPERATURE.

B23 element load tests:


eb2aqxd1.inp

CENT, CENTRIF, GRAV, PX, PY, P2, *TEMPERATURE.

eb2argd1.inp

CENT, CENTRIF, GRAV, PX, PY, P2, *TEMPERATURE.

eb2arvd1.inp

CENT, CENTRIF, GRAV, PX, PY, P2, *TEMPERATURE.

B23H element load tests:


eb2jqxd1.inp

CENT, CENTRIF, GRAV, PX, PY, P2, *TEMPERATURE.

eb2jrgd1.inp

CENT, CENTRIF, GRAV, PX, PY, P2, *TEMPERATURE.

eb2jrvd1.inp

CENT, CENTRIF, GRAV, PX, PY, P2, *TEMPERATURE.

B31 element load tests:


eb32qxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb32rgd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb32rvd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

B31H element load tests:


eb3hqxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3hrgd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3hrvd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

B32 element load tests:


eb33qxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb33rgd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb33rvd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

B32H element load tests:


eb3iqxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3irgd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3irvd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

B33 element load tests:


eb3aqxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3argd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3arvd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

B33H element load tests:


eb3jqxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3jrgd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3jrvd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

I-section

B22H element load tests:


eb2iigd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb2iivd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb2ikxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

B31OS element load tests:


ebo2igd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

ebo2ivd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

ebo2kxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

B31OSH element load tests:


ebohigd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

ebohivd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

ebohkxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

B32H element load tests:


eb3iigd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3iivd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3ikxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

B32OS element load tests:


ebo3igd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

ebo3ivd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

ebo3kxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

B32OSH element load tests:


eboiigd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eboiivd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eboikxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

Box section, arbitrary closed section

B22H element load tests:


eb2ibgd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb2ibvd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb2iexd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

B32H element load tests:


eb3ibgd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3ibvd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3iexd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3iabd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3ia1d1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3idbd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

Circular section

B22H element load tests:


eb2icgd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb2icvd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb2ifxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

B32H element load tests:


eb3icgd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3icvd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3ifxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

General section

B22H element load tests:


eb2igxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

B32H element load test:


eb3igxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

Hexagonal section

B22H element load tests:


eb2ihgd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb2ihvd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb2ijxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

B32H element load tests:


eb3ihgd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3ihvd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3ijxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

L-section, arbitrary open section

B32H element load tests:


eb3ilgd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3ilvd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3imxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3iald1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3ia2d1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3idld1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

Pipe section

B22H element load tests:


eb2ipgd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb2ipvd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb2ioxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

B32H element load tests:


eb3ipgd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3ipvd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3ioxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

Trapezoidal section

B22H element load tests:


eb2itgd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb2itvd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb2isxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

B32H element load tests:


eb3itgd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3itvd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

eb3isxd1.inp

CENT, CENTRIF, GRAV, PX, PY, PZ, P1, P2, *TEMPERATURE.

II. Load types: F1, F2

Problem description

Model:

Length15.0
Rectangular section dataa = 2.0, b = 3.0
I-section datah = 2.4, l = 1.2, = 3.0, = 2.0, = = = 0.2

Material:

Young's modulus3 × 106
Poisson's ratio0.3
 

Results and discussion

The calculated reactions are in agreement with the applied loads.

Input files

Rectangular section

eb22rxd3.inp

B21: F2.

eb2hrxd3.inp

B21H: F2.

eb23rxd3.inp

B22: F2.

eb2irxd3.inp

B22H: F2.

eb2arxd3.inp

B23: F2.

eb2jrxd3.inp

B23H: F2.

eb32rxd2.inp

B31: F1.

eb32rxd3.inp

B31: F2.

eb3hrxd2.inp

B31H: F1.

eb3hrxd3.inp

B31H: F2.

eb33rxd2.inp

B32: F1.

eb33rxd3.inp

B32: F2.

eb3irxd2.inp

B32H: F1.

eb3irxd3.inp

B32H: F2.

eb3arxd2.inp

B33: F1.

eb3arxd3.inp

B33: F2.

eb3jrxd2.inp

B33H: F1.

eb3jrxd3.inp

B33H: F2.

I-section

ebo2ixd2.inp

B31OS: F1.

ebo2ixd3.inp

B31OS: F2.

ebohixd2.inp

B31OSH: F1.

ebohixd3.inp

B31OSH: F2.

ebo3ixd2.inp

B32OS: F1.

ebo3ixd3.inp

B32OS: F2.

eboiixd2.inp

B32OSH: F1.

eboiixd3.inp

B32OSH: F2.

III. Foundation types: FX, FY, FZ

Problem description

Model:

Length10
Orientation45° with horizontal axis
Pipe section datar = 1.0, t = 0.05
I-section datah = 2.4, l = 1.2, = 3.0, = 2.0, = = = 0.2

Material:

Young's modulus30 × 106
Poisson's ratio0.3

Results and discussion

The calculated reactions are in agreement with the applied loads.

Input files

Pipe section

eb22pxd9.inp

B21: FX, FY.

eb2hpxd9.inp

B21H: FX, FY.

eb23pxd9.inp

B22: FX, FY.

eb2ipxd9.inp

B22H: FX, FY.

eb2apxd9.inp

B23: FX, FY.

eb2jpxd9.inp

B23H: FX, FY.

eb32pxd9.inp

B31: FX, FY, FZ.

eb3hpxd9.inp

B31H: FX, FY, FZ.

eb33pxd9.inp

B32: FX, FY, FZ.

eb3ipxd9.inp

B32H: FX, FY, FZ.

eb3apxd9.inp

B33: FX, FY, FZ.

eb3jpxd9.inp

B33H: FX, FY, FZ.

I-section

ebo2ixd9.inp

B31OS: FX, FY, FZ.

ebohixd9.inp

B31OSH: FX, FY, FZ.

ebo3ixd9.inp

B32OS: FX, FY, FZ.

eboiixd9.inp

B32OSH: FX, FY, FZ.

IV. Coriolis loading

Problem description

Model:

Pipe section datar = 10.0, t = 1.0
I-section datah = 2.4, l = 1.2, = 3.0, = 2.0, = = = 0.2
Axis of rotation(0, 0, 1) through (0, 0, 0)

Material:

Young's modulus30 × 106

Initial conditions:

Initial velocityALL, 1, 10.0
 ALL, 2, 5.0
 ALL, 3, 2.0 (for 3-D beams)

Results and discussion

The calculated reactions are in agreement with the applied loads.

Input files

All elements are tested with the CORIO load.

Pipe section

eb22pxda.inp

B21 element.

eb2hpxda.inp

B21H element.

eb23pxda.inp

B22 element.

eb2ipxda.inp

B22H element.

eb2apxda.inp

B23 element.

eb2jpxda.inp

B23H element.

eb32pxda.inp

B31 element.

eb3hpxda.inp

B31H element.

eb33pxda.inp

B32 element.

eb3ipxda.inp

B32H element.

eb3apxda.inp

B33 element.

eb3jpxda.inp

B33H element.

I-section

ebo2ixda.inp

B31OS element.

ebohixda.inp

B31OSH element.

ebo3ixda.inp

B32OS element.

eboiixda.inp

B32OSH element.