*HEADING Basic verification for *COUPLING Test tributary area of surface with underlying element s4 ** ** Uniformly Loaded plate clamped at all 4 edges ** Solution according to Theory of Plates and Shells, ** Timoshenko and Woinowsky-Krieger, ** ** ** 0.00126 (a/b) (t)^4 ** wmax = ------------------- = 0.00459 ** D ** ** where ** ** Eh^3 ** D = --------- = 2747.25; (a/b) = 1.0; t=0.1 ** 12(1-v^2) ** ** *NODE, NSET=A 1, 0.0000, 0.0, 0.0 2, 1.6666, 0.0, 0.0 3, 3.0000, 0.0, 0.0 4, 4.0000, 0.0, 0.0 5, 4.6666, 0.0, 0.0 6, 5.0000, 0.0, 0.0 7, 5.3333, 0.0, 0.0 8, 6.0000, 0.0, 0.0 9, 7.0000, 0.0, 0.0 10, 8.3333, 0.0, 0.0 11, 10.0000, 0.0, 0.0 *NCOPY, CHANGE NUMBER=100, OLD SET=A, SHIFT 0.0, 0.0, 1.6666 *NCOPY, CHANGE NUMBER=200, OLD SET=A, SHIFT 0.0, 0.0, 3.0 *NCOPY, CHANGE NUMBER=300, OLD SET=A, SHIFT 0.0, 0.0, 4.0 *NCOPY, CHANGE NUMBER=400, OLD SET=A, SHIFT 0.0, 0.0, 4.6666 *NCOPY, CHANGE NUMBER=500, OLD SET=A, SHIFT 0.0, 0.0, 5.0 *NCOPY, CHANGE NUMBER=600, OLD SET=A, SHIFT 0.0, 0.0, 5.3333 *NCOPY, CHANGE NUMBER=700, OLD SET=A, SHIFT 0.0, 0.0, 6.0 *NCOPY, CHANGE NUMBER=800, OLD SET=A, SHIFT 0.0, 0.0, 7.0 *NCOPY, CHANGE NUMBER=900, OLD SET=A, SHIFT 0.0, 0.0, 8.66666 *NCOPY, CHANGE NUMBER=1000, OLD SET=A, SHIFT 0.0, 0.0, 10.0 *ELEMENT, ELSET=ELEM, TYPE=S4 1, 1, 2, 102, 101 *ELGEN, ELSET=ELEM 1, 10, 1, 1, 10, 100, 11 *SHELL SECTION, ELSET=ELEM, MATERIAL=ELASTIC 0.1, *MATERIAL, NAME=ELASTIC *ELASTIC 30e6, 0.3 *NSET, NSET=EDGE_1, GEN 1, 11, 1 *NSET, NSET=EDGE_2, GEN 111, 1011, 100 *NSET, NSET=EDGE_3, GEN 1001, 1010, 1 *NSET, NSET=EDGE_4, GEN 101, 901, 100 *NSET, NSET=MID 1, *SURFACE, NAME=TOP ELEM, SPOS *NODE 9999, 5.0, 5.0, 5.0 *NSET, NSET=MID 506, ** *COUPLING, CONSTRAINT NAME=LOAD, REF NODE=9999, SURFACE=TOP *DISTRIBUTING ** *STEP *STATIC *BOUNDARY EDGE_1, 1, 6 EDGE_2, 1, 6 EDGE_3, 1, 6 EDGE_4, 1, 6 9999, 1,1 9999, 3,6 *CLOAD 9999, 2, -100 *NODE FILE, FREQ=1000 U, RF, *NODE PRINT, FREQ=1000, TOTALS=YES, NSET=MID U, *OUTPUT, FIELD, FREQ=1000 *NODE OUTPUT U, RF, *END STEP