Abstract
This paper presents the solution of symmetrical deformation of circular membrane under the action of uniformly distributed loads in its central portion. Its limiting case is the solution of circular membrane under concentrated load at the center. This solution is the third solution of the circular membrane problems after the well-known Hencky's solution
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References
Hencky, H., Uber den Spannungszustand in kreisunden Platten mit Verschwindender Biegungssteifigkeit, Zeit. f. Math. u. Physik, 63 (1915), 311–317.
Chien Wei-zang (), Asymptotic behavior of a thin clamped circular plate under uniform normal pressure at very large deflection, Science Report of Tsinghua University, 5, No. 1 (1948). This article also appears in “The large deflection problem of the elastic circular thin plate”, (in Chinese), (1954), 1–22, Science Publishing House.
Алексеев, С. А., Колпеобразная упругая мембрана под действием попереиной солы, принохенной к жесткому дентралъно расположенномудиску. инженерный сборннк 10 (1951), 71–80.
Yeh Kai-yuan (), The large deflection problem of the circular thin plate, in “The large deflection problem of the elastic circular thin plate”, (in Chinese) (1954), 56–57, Science Publishing House.
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Wei-zang, C., Zhi-Zhong, W., Yin-ge, X. et al. The symmetrical deformation of circular membrane under the action of uniformly distributed loads in its central portion. Appl Math Mech 2, 653–668 (1981). https://doi.org/10.1007/BF01897638
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DOI: https://doi.org/10.1007/BF01897638