3.12.3 Transferring results with *BEAM GENERAL SECTION

Products: ABAQUS/Standard  ABAQUS/Explicit  

Elements tested

B21    B31   

Problem description

The use of the *BEAM GENERAL SECTION option in specifying section properties for beam elements is verified in the following tests. A B21 and a B31 element are subjected to combined monotonically increasing loads. The analysis consists of a sequential transfer from ABAQUS/Standard to ABAQUS/Explicit and back to ABAQUS/Standard. Nonlinear inelastic section behavior is defined by setting SECTION=NONLINEAR on the *BEAM GENERAL SECTION option and omitting both the LINEAR and ELASTIC parameters from the *AXIAL, *M1, *M2, and *TORQUE options.

The nonlinear inelastic axial and bending behavior is defined by the following data lines on the *AXIAL, *M1, *M2, and *TORQUE options:


0., 0.
2.E7, 0.001
2.5E7, 0.002
3.0E7, 0.003

Results and discussion

The results of this analysis demonstrate that section properties specified with the *BEAM GENERAL SECTION option are transferred correctly between ABAQUS/Explicit and ABAQUS/Standard.

Input files

sx_s_b21_gsp1.inp

First ABAQUS/Standard analysis with the B21 element.

sx_x_b21_gsp.inp

ABAQUS/Explicit analysis with the B21 element.

xs_s_b21_gsp2.inp

Second ABAQUS/Standard analysis with the B21 element.

sx_s_b31_gsp1.inp

First ABAQUS/Standard analysis with the B31 element.

sx_x_b31_gsp.inp

ABAQUS/Explicit analysis with the B31 element.

xs_s_b31_gsp2.inp

Second ABAQUS/Standard analysis with the B31 element.