3.12.4 Transferring results with *SHELL GENERAL SECTION

Products: ABAQUS/Standard  ABAQUS/Explicit  

I. Transferring results between ABAQUS/Explicit and ABAQUS/Standard

Element tested

S4R   

Problem description

The use of the *SHELL GENERAL SECTION option in specifying section properties for shell elements is verified in the following tests. An S4R element is subjected to simple shear with monotonically increasing loads. The analysis consists of a sequential transfer between ABAQUS/Explicit and ABAQUS/Standard and back to ABAQUS/Explicit. Linear isotropic elasticity is used when the MATERIAL parameter is specified on the *SHELL GENERAL SECTION option. Orthotropic elastic properties are used when the COMPOSITE parameter is specified on the *SHELL GENERAL SECTION option.

The following linear elastic properties are used (the units are not important):

= 200 × 109
= 0.3
Density = 7850.

The orthotropic material properties are

= 200 × 109
= 100 × 109
= 100 × 109
= 0.3
= 0.23
= 0.34
= 76.9 × 109
= 76.9 × 109
= 9.0 × 109
Density = 7850.

Verification tests of the enhanced hourglass control method are also included.

Results and discussion

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

Input files

The material properties are specified using the MATERIAL parameter:

xs_x_s4r_sgm1.inp

First ABAQUS/Explicit analysis.

xs_x_s4r_sgm1_enhg.inp

First ABAQUS/Explicit analysis with enhanced hourglass control.

xs_s_s4r_sgm.inp

ABAQUS/Standard analysis.

xs_s_s4r_sgm_enhg.inp

ABAQUS/Standard analysis with enhanced hourglass control.

sx_x_s4r_sgm2.inp

Second ABAQUS/Explicit analysis.

sx_x_s4r_sgm2_enhg.inp

Second ABAQUS/Explicit analysis with enhanced hourglass control.

The equivalent section properties are input directly and the section stiffness matrix is based on the linear elastic properties given above:

xs_x_s4r_sgd1.inp

First ABAQUS/Explicit analysis.

xs_x_s4r_sgd1_enhg.inp

First ABAQUS/Explicit analysis with enhanced hourglass control.

xs_s_s4r_sgd.inp

ABAQUS/Standard analysis.

xs_s_s4r_sgd_enhg.inp

ABAQUS/Standard analysis with enhanced hourglass control.

sx_x_s4r_sgd2.inp

Second ABAQUS/Explicit analysis.

sx_x_s4r_sgd2_enhg.inp

Second ABAQUS/Explicit analysis with enhanced hourglass control.

The material properties are specified using the COMPOSITE parameter:

xs_x_s4r_com1.inp

First ABAQUS/Explicit analysis.

xs_x_s4r_com1_enhg.inp

First ABAQUS/Explicit analysiswith enhanced hourglass control.

xs_s_s4r_com.inp

ABAQUS/Standard analysis.

xs_s_s4r_com_enhg.inp

ABAQUS/Standard analysis with enhanced hourglass control.

sx_x_s4r_com2.inp

Second ABAQUS/Explicit analysis.

sx_x_s4r_com2_enhg.inp

Second ABAQUS/Explicit analysis with enhanced hourglass control.

II. Transferring results from one ABAQUS/Standard analysis to another ABAQUS/Standard analysis

Element tested

S4R   

Problem description

The use of the *SHELL GENERAL SECTION option in specifying section properties for shell elements is verified in the following tests, which involve a sequential transfer from one ABAQUS/Standard analysis to another. During the first analysis the element is subjected to simple shear by monotonically increasing loads during a *STATIC procedure. The results from the end of the first analysis are transferred to a second analysis. During the second analysis a new element is defined and both elements are subjected to the same final loads in a *STATIC step. The import analysis uses the UPDATE=NO, STATE=YES parameters on the *IMPORT option. Linear isotropic elasticity is used when the MATERIAL parameter is specified on the *SHELL GENERAL SECTION option. Orthotropic elastic properties are used when the COMPOSITE parameter is specified on the *SHELL GENERAL SECTION option.

The following linear elastic properties are used (the units are not important):

= 200 × 109
= 0.3
Density = 7850.

The orthotropic material properties are

= 200 × 109
= 100 × 109
= 100 × 109
= 0.3
= 0.23
= 0.34
= 76.9 × 109
= 76.9 × 109
= 9.0 × 109
Density = 7850.

Verification tests of the enhanced hourglass control method are also included.

Results and discussion

The results of this analysis demonstrate that section properties specified with the *SHELL GENERAL SECTION option are transferred correctly from one ABAQUS/Standard analysis to another.

Input files

The material properties are specified using the MATERIAL parameter:

ss1_s4r_sgm.inp

First ABAQUS/Standard analysis.

ss1_s4r_sgm_enhg.inp

First ABAQUS/Standard analysis with enhanced hourglass control.

ss2_s4r_sgm.inp

Second ABAQUS/Standard analysis.

ss2_s4r_sgm_enhg.inp

Second ABAQUS/Standard analysis with enhanced hourglass control.

The equivalent section properties are input directly and the section stiffness matrix is based on the linear elastic properties given above:

ss1_s4r_sgd.inp

First ABAQUS/Standard analysis.

ss1_s4r_sgd_enhg.inp

First ABAQUS/Standard analysis with enhanced hourglass control.

ss2_s4r_sgd.inp

Second ABAQUS/Standard analysis.

ss2_s4r_sgd_enhg.inp

Second ABAQUS/Standard analysis with enhanced hourglass control.

The material properties are specified using the COMPOSITE parameter:

ss1_s4r_com.inp

First ABAQUS/Standard analysis.

ss1_s4r_com_enhg.inp

First ABAQUS/Standard analysis with enhanced hourglass control.

ss2_s4r_com.inp

Second ABAQUS/Standard analysis.

ss2_s4r_com_enhg.inp

Second ABAQUS/Standard analysis with enhanced hourglass control.