Steady-state dynamic analysis for two-dimensional elements

This problem contains basic test cases for one or more Abaqus elements and features.

This page discusses:

ProductsAbaqus/Standard

Elements tested

CPE3

CPE3H

CPE4

CPE4H

CPE4I

CPE4IH

CPE4R

CPE4RH

CPE6

CPE6H

CPE6M

CPE6MH

CPE8

CPE8H

CPE8R

CPE8RH

CPS3

CPS4

CPS4I

CPS4R

CPS6

CPS6M

CPS8

CPS8R

Features tested

Direct-solution and subspace-based steady-state dynamic analysis of two-dimensional elements with damping.

Problem description



The model consists of a square structure that is fixed at edge AD and has a forced harmonic pressure applied at edge BC. Material damping is provided in the form of mass and stiffness proportional damping.

Material:

Young's modulus = 20 GPa, Poisson's ratio = 0, density = 8000 kg/m3.

Boundary conditions:

ux = uy = 0 at end AD.

Damping

α = 5.36, β = 7.46 × 10−5.

Forcing function

(steady-state harmonic)

F = F0sin(ωt)

F0 = 30,000 N/m on edge BC

ω = 2πf Hz

f = 10 to 15 Hz

Reference solution

The results are confirmed by comparing them to a mode-based steady-state dynamic analysis using CPS4 elements.

Results and discussion

 Peak displacementPeak stressFrequency
 (mm)(N/mm2)(Hz)
Reference solution 16.90 0.478 12.18
3-node elements 17.55 0.481 12.07
6-node elements 16.46 0.539 12.47
6-node modified elements 16.85 0.536 12.37
4-node elements 16.92 0.478 12.17
8-node elements 16.45 0.540 12.47

Input files

pssdce3sf.inp

CPE3 elements.

pssdce3sh.inp

CPE3H elements.

pssdce4sf.inp

CPE4 elements.

pssdce4sh.inp

CPE4H elements.

pssdce4si.inp

CPE4I elements.

pssdce4sj.inp

CPE4IH elements.

pssdce4sr.inp

CPE4R elements.

pssdce4sy.inp

CPE4RH elements.

pssdce6sf.inp

CPE6 elements.

pssdce6sh.inp

CPE6H elements.

pssdce6sk.inp

CPE6M elements.

pssdce6sl.inp

CPE6MH elements.

pssdce8sf.inp

CPE8 elements.

pssdce8sh.inp

CPE8H elements.

pssdce8sr.inp

CPE8R elements.

pssdce8sy.inp

CPE8RH elements.

pssdcs3sf.inp

CPS3 elements.

pssdcs4sf.inp

CPS4 elements.

pssdcs4si.inp

CPS4I elements.

pssdcs4sr.inp

CPS4R elements.

pssdcs6sf.inp

CPS6 elements.

pssdcs6sk.inp

CPS6M elements.

pssdcs8sf.inp

CPS8 elements.

pssdcs8sr.inp

CPS8R elements.

pssdmcs4sf.inp

Reference mode-based steady-state dynamic analysis.