COMPARING THE RESULTS OF THE THIN-WALLED BAR TORSION PROBLEM ACCORDING TO VLASOV AND SLIVKER THEORIES

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Abstract


Using complicated multi-element constructions while designing civil structures and bridges consisted of thin-walled bars with open cross-section faces problems connected with the constricted-torsion. Solution for the differential equation of the twisted thin-walled bar with allowance for shearing is obtained and compared to the classical Vlasov's theory.

About the authors

St F Dyakov

Sankt-Peterburgskiy gosudarstvenniy politehnicheskiy universitet, S.-Peterburg

Email: stass.f.dyakov@gmail.com

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