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Free vibration analysis of a magneto-electro-elastic doubly-curved shell resting on a Pasternak-type elastic foundation

Smart Materials and Structures, 2014
Free vibration of a simply-supported magneto-electro-elastic doubly-curved thin shell resting on a Pasternak foundation is investigated based on Donnell theory. The rotary inertia effect is considered in the formulation. Maxwell equations for electrostatics and magnetostatics are used to model the electric and magnetic behavior.
Soheil Razavi, Alireza Shooshtari
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Synthesis and alignment of liquid crystalline elastomers

Nature Reviews Materials, 2021
Katie M Herbert   +2 more
exaly  

DYNAMIC ANALYSIS OF HETEROGENEOUS ANISOTROPIC PLATES RESTING ON THE PASTERNAK ELASTIC FOUNDATION

2018
   In this study, the effects of elasticfoundation on the frequencies of the heterogeneous orthotropic plates usingshear deformation plate theory are investigated. Pasternak elastic foundationmodel is used to define the reaction of two-parameter elastic media on theplate. The formulation of the problem is based on the Donnell type platetheory.
openaire   +1 more source

Nasopharyngeal carcinoma: an evolving paradigm

Nature Reviews Clinical Oncology, 2021
Kenneth C W Wong   +2 more
exaly  

Mechanisms of SARS-CoV-2 entry into cells

Nature Reviews Molecular Cell Biology, 2021
Cody B Jackson   +2 more
exaly  

Nonreciprocity in acoustic and elastic materials

Nature Reviews Materials, 2020
Hussein Nassar   +2 more
exaly  

The immune landscape of common CNS malignancies: implications for immunotherapy

Nature Reviews Clinical Oncology, 2021
Martina Ott   +2 more
exaly  

Vibration of circular sandwich plates with FG face sheets on the Pasternak elastic foundation

In this paper, the free vibration behaviour of the circular sandwich plates with two functionally graded face sheets on the Pasternak elastic foudation is investigated in a clamped boundary condition based on a high order sandwich plate theory. By considering the inplane stresses of the core the theory is modified and the obtained equation is more ...
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