Static and dynamic stability of an axially compressed five-layer sandwich beam

Smyczyński, Mikołaj J.; Magnucka‐Blandzi, Ewa

doi:10.1016/j.tws.2015.01.005

Cited by 26 publications

(2 citation statements)

References 33 publications

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“…Liu and Glass studied two automotive thin-walled parts and the effects of wall thickness and geometric characteristics in terms of their structural response [9]. Smyczynski and Magnucka-Blandzi studied the static and dynamic stability of a five-layered sandwich beam subjected to axial compressive force [10]. Shin et al performed a finite element beam analysis of tapered thin-walled box beams subjected to out-of-plane loads and twisting moments [11].…”

Section: Introductionmentioning

confidence: 99%

Sensitivity Analysis of Internally Reinforced Thin-Walled Hollow-Box Beams Subjected to Uncoupled Bending and Torsion

Silva

Wojewoda

2019

Mechanics and Mechanical Engineering

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In this work, novel types of internally reinforced hollow-box beams were subjected to bending loading and studied using the finite element analysis software ANSYS. A parameterization of 3 geometric variables was performed, and deflection and effective deflection results were collected from 2 points at the model. The sensitivity analysis results are then discussed, with the aim of concluding if the selected design variables are adequate for optimization purposes.

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Section: Introductionmentioning

confidence: 99%

Sensitivity Analysis of Internally Reinforced Thin-Walled Hollow-Box Beams Subjected to Uncoupled Bending and Torsion

Silva

Wojewoda

2019

Mechanics and Mechanical Engineering

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“…Magnucki et al [11], [12] presented the strength analysis of a simply supported five layer sandwich beams with a metal foam core. Smyczynski and Magnucka-Blandzi [21] analysed the stability of a five layer sandwich beam with the use of broken line hypothesis of the deformation of a flat cross section of the beam. Grygorowicz et al [5] studied analytically and numerically the elastic buckling of a three-layered beam with variable mechanical properties of the core.…”

Section: Introductionmentioning

confidence: 99%