2008
DOI: 10.1016/j.tws.2007.06.006
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Axi-symmetrical deflection and buckling of circular porous-cellular plate

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Cited by 127 publications
(37 citation statements)
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“…The influence of unstable regions for the Mathieu equation was described. She [29,30] also examined the non-linear dynamic stability and axi-symmetrical deflection and buckling of circular porous plates. Belica and Magnucki [31,32] investigated the dynamic stability of a porous cylindrical shell under different loading conditions and obtained the critical loads for a family of porous shells.…”
Section: Introductionmentioning
confidence: 99%
“…The influence of unstable regions for the Mathieu equation was described. She [29,30] also examined the non-linear dynamic stability and axi-symmetrical deflection and buckling of circular porous plates. Belica and Magnucki [31,32] investigated the dynamic stability of a porous cylindrical shell under different loading conditions and obtained the critical loads for a family of porous shells.…”
Section: Introductionmentioning
confidence: 99%
“…Magnucka-Blandzi & Magnucki [6] carried out analytical investigations of strength and stability of sandwich beam with a metal foam core under consideration of a non-linear hypothesis of deformation of flat cross section of the structures. The subject of a research is simply supported sandwich beam under uniformly distributed load.The paper is a continuation of the papers Magnucka-Blandzi & Magnucki [6] and Magnucka-Blandzi [7].…”
Section: Introductionmentioning
confidence: 86%
“…The core is porous inside with the degree of porosity varying in the normal direction. The moduli of elasticity in the core are defined as follows [6,7]:…”
Section: Physical and Mathematical Models Of The Sandwich Beammentioning
confidence: 99%
“…Kardomateas et al [35], Kueh [36], Kwaśniewski and Ziółkowski [37], Leotonig et al [38], Magnucki [28], Ostergaard [39] studied various cases of buckling of sandwich columns. Buckling of composite sandwich structures was described by Magnucka-Blandzi [40], Rivalant et al [41], Teter and Kolakowski [42]. Numerical (FEM) investigations of buckling of sandwich structures were conducted by Bazant and Beghini [25], Dębowski et al [16], Kwaśniewski and Ziółkowski [37], Pokharel and Mahendran [43], Veedu and Carlsson [44].…”
Section: Introductionmentioning
confidence: 99%