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
ProductsAbaqus/Standard Elements testedCPE3 CPE3H CPE4 CPE4H CPE4I CPE4IH CPE4R CPE4RH CPE6 CPE6H CPE6M CPE6MH CPE8 CPE8H CPE8R CPE8RH CPS3 CPS4 CPS4I CPS4R CPS6 CPS6M CPS8 CPS8R Features testedDirect-solution and subspace-based steady-state dynamic analysis of two-dimensional elements with damping. Problem descriptionThe model consists of a square structure that is fixed at edge and has a forced harmonic pressure applied at edge . 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:= = 0 at end . Damping= 5.36, = 7.46 × 10−5. Forcing function(steady-state harmonic) F = = 30,000 N/m on edge = Hz f = 10 to 15 Hz Reference solutionThe results are confirmed by comparing them to a mode-based steady-state dynamic analysis using CPS4 elements. Results and discussion
Input files
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