1.3.20 Axisymmetric membrane elements

Product: ABAQUS/Standard  

Elements tested

MAX1    MAX2    MGAX1    MGAX2   

Problem description

Model:

Thickness of membrane is 0.05.

Material:

For tests without orientation: linear elastic, Young's modulus = 105, Poisson's ratio = 0.3, thermal expansion coefficient = 10–7.

For tests using orientation: linear elastic, TYPE=ENGINEERING CONSTANTS with 102, 108, 102, 0, and 102.

Boundary conditions:

Degree of freedom 2 is fixed for the bottom node. In addition, degree of freedom 5 is fixed for the bottom node for elements supporting twist.

Initial conditions:

For tests without orientation an initial stress field of 0.001 and 0.001 is applied to all elements. The temperature of all nodes is set to 0 initially.

History definition I (for all element types)

Step 1 (uses NLGEOM):

Loading: All degrees of freedom at all nodes are constrained. This step is recommended to apply the initial stresses. In subsequent steps the *BOUNDARY option can be used with the parameter OP=NEW to apply all the necessary boundary conditions.

Step 2 (PERTURBATION):

Loading: A concentrated force (in direction 2) of magnitude 314 is applied to the top node.

Analytical solution: at top node = 0.04998.

Step 3 (PERTURBATION):

Loading: Internal pressure of magnitude 500.

Analytical solution: Hoop stress = 10000.

Step 4 (PERTURBATION):

Loading: The temperature at all nodes is increased to 5000.

Analytical solution: 0.0005.

History definition II (for element types MGAX1 and MGAX2)

Step 1 (uses NLGEOM):

Loading: All degrees of freedom at all nodes are constrained. This step is recommended to apply the initial stresses. In subsequent steps the *BOUNDARY option can be used with the parameter OP=NEW to apply all the necessary boundary conditions.

Step 2 (PERTURBATION):

Loading: A concentrated moment (in degree of freedom 5) of magnitude 200 is applied to the top node.

Analytical solution: Shear stress = 636.22.

History definition III (for element types MGAX1 and MGAX2 using *ORIENTATION)

Step 1 (uses NLGEOM):

Loading: A concentrated load of magnitude 2 is applied to the top node.

Step 2 (uses NLGEOM):

Loading: A concentrated moment of magnitude 2 is applied to the top node.

Results and discussion

History definition I:

All elements yield exact solutions.

History definition II:

The deviation from the analytical solution is approximately 0.06%.

History definition III:

The results are compared with those from a similar well-refined model using CGAX4R (axisymmetric continuum elements that support twist) elements. Since the strain in the thickness direction is very small in the continuum model, the section Poisson's ratio is set to 0 for the membrane model. The results match very well.

Input files

ema2srs3.inp

MAX1 elements.

ema3srs3.inp

MAX2 elements.

emg2srs3.inp

MGAX1 elements without twist.

emg3srs3.inp

MGAX2 elements without twist.

emg2srt3.inp

MGAX1 elements with twist.

emg3srt3.inp

MGAX2 elements with twist.

emg2sro3.inp

MGAX1 elements with *ORIENTATION.

emg3sro3.inp

MGAX2 elements with *ORIENTATION.