2022
DOI: 10.1016/j.enganabound.2022.02.021
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Static analysis of anisotropic doubly-curved shells with arbitrary geometry and variable thickness resting on a Winkler-Pasternak support and subjected to general loads

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Cited by 28 publications
(6 citation statements)
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“…Unconventional boundary conditions have been enforced accounting for a Double-Weibull distribution of linear springs. For more details on the topic, the interested reader is referred to [5].…”
Section: Applications and Resultsmentioning
confidence: 99%
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“…Unconventional boundary conditions have been enforced accounting for a Double-Weibull distribution of linear springs. For more details on the topic, the interested reader is referred to [5].…”
Section: Applications and Resultsmentioning
confidence: 99%
“…is applied on the structure, according to Ref. [5]. Taking into account a bivariate super elliptic distribution [5], the external load is distributed only in a limited area within the physical domain, Classical approaches like FSDT and TSDT are not capable of predicting the three-dimensional finite element outcomes, as well as higher order ESL theories.…”
Section: Applications and Resultsmentioning
confidence: 99%
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“…In the dynamical and static dispersion analysis of plates and beams interacting with elastic foundations, most researchers used innovative foundation models. [34][35][36][37][38][39][40][41][42][43][44][45] However, some models are so complex that they have just a few practical uses. As a result, researchers and engineers continue to choose basic but adequately realistic models, such as the Winkler model, 46 the linear pressure model, the two-parameter model as well as the elastic continuum model.…”
Section: Introductionmentioning
confidence: 99%