4.5.3 Test 5T: Deep simply supported beam: transient forced vibration

Products: ABAQUS/Standard  ABAQUS/Explicit  

Elements tested

B21    B22    B31    B32   

Problem description

Material and geometry specifications are as given in Test 5: Deep simply supported beam: frequency extraction, Section 4.5.1.

Mesh:

A coarse mesh and a fine mesh are tested in the ABAQUS/Explicit analyses.

Forcing function:

Suddenly applied step load, transverse to the beam.

 1 MN/m over whole length of beam.

Damping:

 2% [2% of critical damping in the dominant first mode with analytical frequency value  42.650 (Hz) or  267.98 (sec–1)].

The damping factors are chosen as  5.36 (sec–1) and  7.46 × 10–5 (sec) so that

Response:

and extreme fiber bending stress.

Reference solution

This is a test recommended by the National Agency for Finite Element Methods and Standards (U.K.): Test 5T from NAFEMS “Selected Benchmarks for Forced Vibration,” R0016, March 1993.

Response predicted by ABAQUS/Standard

Response predicted by ABAQUS/Explicit

Results and discussion

The results are given in Table 4.5.3–1 through Table 4.5.3–5. The values enclosed in parentheses are percentage differences with respect to the reference solution. The static displacement was obtained by running the analysis for a second step with a time period of ten seconds.

Table 4.5.3–1 Element type: B21, ABAQUS/Explicit analysis.

 Peak displacementPeak stressStatic disp.
(mm) (sec) (N/mm2) (mm)
Reference solution1.0430.011718.760.538
Coarse mesh0.9910.012017.350.510
(–4.99%)(2.56%)(–7.52%)(–5.20%)
Fine mesh1.0090.012018.040.520
(–3.24%)(2.56%)(–3.84%)(–3.35%)

Table 4.5.3–2 Element type: B22, ABAQUS/Explicit analysis.

 Peak displacementPeak stressStatic disp.
(mm) (sec) (N/mm2) (mm)
Reference solution1.0430.011718.760.538
Coarse mesh1.0420.011917.800.532
(–0.09%)(1.70%)(–5.12%)(–1.12%)
Fine mesh1.0430.011618.170.537
(0.00%)(–0.85%)(–3.14%)(–0.19%)

Table 4.5.3–3 Element type: B31, ABAQUS/Explicit analysis.

 Peak displacementPeak stressStatic disp.
(mm) (sec) (N/mm2) (mm)
Reference solution1.0430.011718.760.538
Coarse mesh0.9910.012017.370.510
(–4.99%)(2.56%)(–7.41%)(–5.20%)
Fine mesh1.0100.012018.060.518
(–3.16%)(2.56%)(–3.73%)(–3.72%)

Table 4.5.3–4 Element type: B32, ABAQUS/Explicit analysis.

 Peak displacementPeak stressStatic disp.
(mm) (sec) (N/mm2) (mm)
Reference solution1.0430.011718.760.538
Coarse mesh1.0420.011717.800.535
(–0.09%)(0.00%)(–5.11%)(–0.56%)
Fine mesh1.0430.011618.170.539
(0.00%)(–0.85%)(–3.14%)(0.19%)

Table 4.5.3–5 Element type: B32, ABAQUS/Standard analysis.

 Peak displacementPeak stressStatic disp.
(mm) (sec) (N/mm2) (mm)
Reference solution1.0430.011718.760.538
Direct solution1.0430.011818.290.536
 (0.85%)(–2.50%)(–0.37%)
Modal solution1.0410.011618.090.507
(–0.19%)(–0.85%)(–5.57%)(–5.76%)

Input files

ABAQUS/Standard input files

nft5x32x.inp

B32 elements.

The modal solution in ABAQUS/Standard is obtained from Steps 3 and 4 in nfm5x32x.inp.

ABAQUS/Explicit input files

fv5t_b21_c.inp

B21 elements, coarse mesh.

fv5t_b21_f.inp

B21 elements, fine mesh.

fv5t_b22_c.inp

B22 elements, coarse mesh.

fv5t_b22_f.inp

B22 elements, fine mesh.

fv5t_b31_c.inp

B31 elements, coarse mesh.

fv5t_b31_f.inp

B31 elements, fine mesh.

fv5t_b32_c.inp

B32 elements, coarse mesh.

fv5t_b32_f.inp

B32 elements, fine mesh.