Found 6 Documents (Results 1–6)
Joint effect of the nonlinearity of elastic foundations and the variation of the inertia ratio on buckling behavior of prismatic and nonprismatic columns using a GDQ method. (English) Zbl 07349224
MSC:
74G60
Construction of solution to the problem on stability of a bar with arbitrary continuous parameters. (Russian, English) Zbl 1399.74060
Mat. Metody Fiz.-Mekh. Polya 59, No. 2, 142-151 (2016); translation in J. Math. Sci., New York 231, No. 5, 665-677 (2018).
Reviewer: V. V. Shegai (Tashkent)
MSC:
74K05
Buckling of Euler columns with a continuous elastic restraint via homotopy analysis method. (English) Zbl 1338.74044
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