Optimum design of a thin-webbed channel beam under pure oblique bending
KeywordsOptimum Design Channel Beam
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.
Unable to display preview. Download preview PDF.
- 1.F. Bleich, Stability of Metal Structures [Russian translation], Fizmatgiz, Moscow (1959).Google Scholar
- 2.A. I. Vinorgadov, “Problems in calculating minimum-weight structures,” Trudy Kharkovsk. Inst. Inzh. Zhelez.-Dor. Transport, No. 25 (1955).Google Scholar
- 3.V. N. Demokritov, “Design of principal beams for crane girders,” Vestnik Mashinostroeniya, No. 4 (1962).Google Scholar
- 4.Scientific Reports, Mechanics Series (Elasticity and Plasticity, 1964) [in Russian], Izd. VINITI, Moscow (1966).Google Scholar
- 5.P. F. Papkovich, Works on the Structural Mechanics of a Ship [in Russian], Vol. 1 Sudpromgiz Leningrad (1962).Google Scholar
- 6.I. M. Rabinovich, “Minimum-weight beam systems,” Proceedings of the Second All-Union Symposium on Theoretical and Applied Mechanics, Moscow, 1964, [in Russian], Nauka, Moscow (1966).Google Scholar
- 7.S. P. Timoshenko, Stability of Elastic Systems [in Russian], GITTL, Moscow (1955).Google Scholar
- 8.Kolarow and N. Zarwenkow, “Determining the optimal sections for full-thickness box girders,” Hebezeuge and Fordermittel3, No. 7 (1963).Google Scholar
- 9.W. Krzys and M. Zyczkowski, “Optimum design of the box-section a beam bent within the elastic range,” Bull. Acad. Sci. Polon., Ser. Sci. Techn.,12, No. 5 (1964).Google Scholar
- 10.W. Warkenthin, “On the optimum cross section of rectangular-shape box girders,” Hebezeuge and Fordermittel,3, No. 7 (1963).Google Scholar
© Consultants Bureau 1974