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A platform for research: civil engineering, architecture and urbanism
ON CALCULATION OF BEAMS RESTING ON TWO-PARAMETER ELASTIC FOUNDATIONS
The numerical algorithm of calculation of beams resting on the two-parameter elastic foundation according to the model developed by V.Z. Vlasov and N.N. Leont'yev is considered in the proposed paper. The difference form of SUPROX method (Successive Approximations Method) is applied to generate the numerical algorithm. The following beam was calculated to test the proposed calculation algorithm: с1=1/2; С2=1/3;g=0; Δmj=1; h=1. Comparison of the result of the analytical solution with the proposed one has proven the high accuracy of the latter. Another example represents the calculation of a short beam featuring a 2L span and resting on the two-parameter foundation.
ON CALCULATION OF BEAMS RESTING ON TWO-PARAMETER ELASTIC FOUNDATIONS
The numerical algorithm of calculation of beams resting on the two-parameter elastic foundation according to the model developed by V.Z. Vlasov and N.N. Leont'yev is considered in the proposed paper. The difference form of SUPROX method (Successive Approximations Method) is applied to generate the numerical algorithm. The following beam was calculated to test the proposed calculation algorithm: с1=1/2; С2=1/3;g=0; Δmj=1; h=1. Comparison of the result of the analytical solution with the proposed one has proven the high accuracy of the latter. Another example represents the calculation of a short beam featuring a 2L span and resting on the two-parameter foundation.
ON CALCULATION OF BEAMS RESTING ON TWO-PARAMETER ELASTIC FOUNDATIONS
Gabbasov Radek Fatyhovich (author) / Uvarova Natal'ja Borisovna (author) / Filatov Vladimir Vladimirovich (author)
2012
Article (Journal)
Electronic Resource
Unknown
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