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NAFEMS Benchmark TR1


NAFEMS STIFFENED PANEL Test No TR1 Date/Issue
2001-07-19/1


ORIGIN Benchmark BM-2, “Guidelines for Evaluation of Ship Structural Finite Element Analyses”, SSC-387, Ship Structure Committee, U. S. Coast Guard, Dec. 1995.

ANALYSIS
TYPE
Normal modes - ISO 10303-209 translator test

GEOMETRY
All dimensions in metres
TR1 geometry
plate thickness 0.01

STIFFENER SECTION rectangular section stiffener with thickness=0.0105 m, depth=0.15 m
aggregate beam properties A=1.575´10-3 m2
Iyy=2.95312´10-6 m4
Izz=1.44703´10-8 m4
J (torsional constant)=5.53787´10-8 m4

BOUNDARY CONDITIONS TR1 boundary conditions
Edges AB and DA fully fixed
Edge BC symmetric about yz plane, i.e. zero x-displacement, y-rotation, z-rotation
Edge CD anti-symmetric about zx plane, i.e. zero x-displacement, z-displacement, y-rotation

MATERIAL PROPERTIES Isotropic, E=207´109 Pa, n=0.3, r=7850 Kg m-3

ELEMENT TYPES beam and shell model 4-noded shells (membrane and bending), with offset 2-noded beams
shell model 4 or 8-noded shells, with stiffeners represented by one or two rows of shells

MESHES BM-2-B plate as 120 4-noded quadrilaterals, stiffeners as 24 offset 2-noded beams
BM-2-C plate as 120 4-noded quadrilaterals, stiffeners as 48 4-noded quadrilaterals
BM-2-D plate as 120 8-noded quadrilaterals, stiffeners as 24 8-noded quadrilaterals
BM-2 refined model plate as 480 8-noded quadrilaterals, stiffeners as 96 8-noded quadrilaterals

OUTPUT Four lowest natural frequencies TARGET Results published in SSC-387

Download the files corresponding to the benchmark:

Data category File Description Provided by
Geometry specification ISO 10303-203 class 5 - faceted b-rep
2001-08-06
NAFEMS
ISO 10303-203 class 4 - manifold surface
2001-08-06
FE specification and results BM-2-B model and analysis controls, ISO 10303-209 class 9
2001-07-19
Electric Boat
(Steve Gordon)
BM-2-D model and mode shape results, ISO 10303-209 class 10
2001-07-06
BM-2-D mode shape plots and tabulation of results, MS Powerpoint
2001-07-06