VM-LSDYNA-SOLVE-057

VM-LSDYNA-SOLVE-057
Pin-Ended Double Cross: In-Plane Vibration

Overview

Reference: Abbassian, F., Dawswell, D. J., & Knowles, N. C. (1987). Free vibration benchmarks - NAFEMS. Dept. of Trade and Industry, National Engineering Laboratory.
Analysis Type(s): Modal Analysis
Element Type(s): 1D Beam Element
Input Files:Link to Input Files Download Page

Test Case

Eight beams, each 5 m long, are joined at the center and arranged radially at equal angles. The beams are constrained in the x and y direction at all 8 beam endpoints. Modal analysis is performed on the model.

Figure 191: Problem Sketch

Problem Sketch

The model is composed of 8 beams. Each beam is divided into 40 elements. Boundary conditions are defined using the keyword *BOUNDARY_SPC_SET.

Material PropertiesGeometric PropertiesLoading
E = 200 x 109 N/m2

ρ = 8000.0 kg/m3

L = 5 mux = 0, uy = 0 at beam endpoints

Results Comparison

Results are compared with published benchmark results in the following table. Excellent agreement validates the results.

Result Frequency Target

NAFEMS Manual

LS-DYNAError (%)

MODE 1 (Hz)

MODE 2,3 (Hz)

MODE 4,5,6,7,8 (Hz)

MODE 9 (Hz)

MODE 10,11 (Hz)

MODE 12,13,14,15,16 (Hz)

11.336

17.709

17.709

45.345

57.390

57.390

11.330

17.663

17.691

45.252

56.907

57.211

0.052928723

0.259754927

0.101643232

0.205094277

0.841610037

0.311901028