【文章內(nèi)容簡(jiǎn)介】 ELEMENT= 14 SEGMA: ELEMENT= 15 SEGMA: ELEMENT= 16 SEGMA: ELEMENT= 17 SEGMA: ELEMENT= 18 SEGMA: ELEMENT= 19 SEGMA: ELEMENT= 20 SEGMA: ELEMENT= 21 SEGMA: ELEMENT= 22 SEGMA: ELEMENT= 23 SEGMA: ELEMENT= 24 SEGMA: ELEMENT= 25 SEGMA: ELEMENT= 26 SEGMA: ELEMENT= 27 SEGMA: ELEMENT= 28 SEGMA: ELEMENT= 29 SEGMA: ELEMENT= 30 SEGMA: ELEMENT= 31 SEGMA: ELEMENT= 32 SEGMA: B：當(dāng)彈性模量E=15，泊松比μ=； INPUT PRIMARY DATA : NDIS = DISPLACEMENT NUMBER OF NODE 2 NNOD = NODE NUMBER OF ELEMENT 3 NPOI = TOTAL NUMBER OF NODE 25 NFIX = FIXED NODE DISPLACEMENT CODE 22 NELE = ELEMENT NUMBER 32 NDIM = COORDINATE NUMBER OF POINT 2 NRMH = REGULAR MESH MARK ( 0 RULE) 1 NPRO = PROBLEM TYPE MARK ( 0 SAME) 0 E = ELASTICITY CONSTANT UM = ELASTICITY CONSTANT T = THICKNESS 類(lèi)起點(diǎn) X荷載 Y荷載 類(lèi)終點(diǎn) 點(diǎn)號(hào)差 1 1 1 2 2 1 3 3 1 4 4 1 5 5 1 6 6 1 7 7 1 8 8 1 9 9 1 10 10 1 11 11 1 12 12 1 13 13 1 14 14 1 15 15 1 16 16 1 17 17 1 18 18 1 19 19 1 20 20 1 21 21 1 22 22 1 23 23 1 24 24 1 25 25 1 Loads Q of total nodes: No. Qx Qy 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 NO OF THE ELEMENT NODES: 1 1 2 8 2 2 9 8 3 2 3 9 4 3 10 9 5 3 4 10 6 4 11 10 7 4 5 11 8 5 12 11 9 5 6 12 10 6 13 12 11 6 7 13 12 8 9 14 13 9 15 14 14 9 10 15 15 10 16 15 16 10 11 16 17 11 17 16 18 11 12 17 19 12 18 17 20 12 13 18 21 14 15 19 22 15 20 19 23 15 16 20 24 16 21 20 25 16 17 21 26 17 22 21 27 17 18 22 28 19 20 23 29 20 24 23 30 20 21 24 31 21 24 25 32 21 22 25 Restraint node code: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 27 28 37 38 45 46 DISPLACEMENT: No. u v 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 ELEMENT= 1 SEGMA: ELEMENT= 2 SEGMA: ELEMENT= 3 SEGMA: ELEMENT= 4 SEGMA: ELEMENT= 5 SEGMA: ELEMENT= 6 SEGMA: ELEMENT= 7 SEGMA: ELEMENT= 8 SEGMA: ELEMENT= 9 SEGMA: ELEMENT= 10 SEGMA: ELEMENT= 11 SEGMA: ELEMENT= 12 SEGMA: ELEMENT= 13 SEGMA: ELEMENT= 14 SEGMA: ELEMENT= 15 SEGMA: ELEMENT= 16 SEGMA: