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 Posted: Wed 12:33, 08 Dec 2010 Post subject: ugg italia Stockes transformation by solving the e |
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Stockes transformation by solving the elastic foundation beam
0.4472.6802.6303750212602132.9662.967.9l77840.450245102455.93l5.9312.04120.50252802538.54l8.6214.83 '15 ・ {; 0.5 shear when there is mutation, where the time is {0.49 Regardless of fruit Example 3 elastic foundation beam cross section, both ends of the free,; 64EI, still use the s-type Series catalog solution. f = 0, that is, from equation (16) was left under a concentrated beam, (Figure 3), take [2】 boundary conditions required in the conditions left by the concentrated force hoard 3 elastic foundation beam cross section Σ (a,[link widoczny dla zalogowanych],, l1 + m . a,, l6) 1 ● - '1. Σ (m + m2 a 36) = j1 ∞ equation (26) generation (25) can be solved. ; Rtc1 + Azz ),,;( life one) where (27) II1f} Bu mm + + mm one by one one by one one by one Zhang IIr ● ● Lr ● ● L 86 * one by one dumb Harbin Engineering University No. 16. \= three-three _-z ・ ・ a, n + Table 2 based on finite elastic beam subjected to a concentrated force of the left elbow, the results f28 shear angle 0 {× 1PJ mouth {× dead) body bending Village {× D ground reaction force P ( P) r initial parameter seven early participation effect parameters of the early results of this paper this parameter results of the early results of this paper the results of this Law,[link widoczny dla zalogowanych], \I71-9.072-0.998-I. 000004.5974.5500.125-8756-8664-0502-0.5O1-00932-009253.4873.4340.25-7824-7.740_0139_0.140-0132-0. I3124632.4060.375-6. -6.6680l080.105-0.133-0.132150oI. 5060.5-5.762-5.692O. 2480.244-0.1lO-0.10907320736O625-5.020-4.9520.2970.294-0.074 - 0.0720.08800740.75-4.569-45040.2670.265-0.039 - 0.039-0.534-05160.875-4378-4.3120.1670.167 - 0011 - 0.0I】 a 1.103 a 1. O641O-4.349-4.2800002000-1629 a I. 598 in (2 in the interception Ⅳ items,[link widoczny dla zalogowanych], on behalf of the equation (27) calculated,[link widoczny dla zalogowanych], V1, and then by (26) calculated b, then calculate the cross section displacements and internal forces. The results in Table 2 (Ⅳ = 50). Figures show that the fast convergence solutions, and the displacement and internal forces have the same convergence speed. References 1 HE Fu Bao Hou words Rectangular Plates on general analytical solution of Shanghai Jiaotong University, 199O (5,[link widoczny dla zalogowanych],6) 2 Ninth China Shipbuilding Industry Corporation Design Research Institute. Flexibility in Kisangani and the rectangular plate calculation. National Defense Industry Press, 19833 Liu Hongwen, Lin Jianxing, Cao Manling. Mechanics of Materials. Higher Education Press. 1985TheUseoftheStockesTransformationinBeamsonElasticFoundationZhuJiaming 1 Zhu Jia Ming: The Stockes transform for solving the elastic foundation beam 87 ・ (Dept.ofMatlasandMechanics) AbstractTheseriessolutionsforthebeamsonWinklerfoundationbythestockestransforma. donofasinglevariablefunctionisobtained. Theunmeriealresultsforthefinitebeamwithconcentratedforceincentreorinendaregiven. KeyWords: beamsonelasticfoundation; Stockestransformation; seriessolution ・
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