1992
DOI: 10.1007/bf00946242
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Wrinkle-free solutions of circular membrane problems

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Cited by 14 publications
(15 citation statements)
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“…3]), from which we obtain d = 0, and therefore jc, = x2. In general, if y < 0 is assumed, D(x) may become negative for some values of (see also [3]). Now, Eq.…”
Section: Bvp (S S) Letting D(t) := Xx(t) -X2(t)mentioning
confidence: 99%
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“…3]), from which we obtain d = 0, and therefore jc, = x2. In general, if y < 0 is assumed, D(x) may become negative for some values of (see also [3]). Now, Eq.…”
Section: Bvp (S S) Letting D(t) := Xx(t) -X2(t)mentioning
confidence: 99%
“…The mathematical problems of existence and uniqueness of wrinkle-free solutions for curved circular membranes under variable vertical loads have been solved only recently by A. Beck and H. Grabmiiller [3], but the corresponding case of curved annular aximembranes has apparently not been investigated as yet. The present results originate from the doctoral thesis of the first author [2] with a number of considerable improvements obtained by the use of a suitable transformation of variables.…”
mentioning
confidence: 99%
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“…Integral equation methods have first been applied to nonlinear membrane problems by Dickey [9] and later successfully been refined by adding concavity and monotonicity arguments. Equipped with these tools, the mathematical problems of existence and uniqueness of a stable membrane state were solved for flat circular and annular membranes not only within the small finite deflection theory [10,11,12] but also within a simplified version of the Reissner theory of finite rotations [13,14,15,16,17]. The results are summarized in [18].…”
Section: Introductionmentioning
confidence: 99%
“…Concerning the displacement boundary value problem, we employ a mapping argument which originates from R. Pirner's diploma thesis [19] and which has been improved later on by H. Grabmiiller et al [14,15,16]. The idea of this method consists of mapping the set of parameters related to a stable state of the stress problem into the parameter set associated with the displacement problem.…”
Section: Introductionmentioning
confidence: 99%