Materials Map

Discover the materials research landscape. Find experts, partners, networks.

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The Materials Map is an open tool for improving networking and interdisciplinary exchange within materials research. It enables cross-database search for cooperation and network partners and discovering of the research landscape.

The dashboard provides detailed information about the selected scientist, e.g. publications. The dashboard can be filtered and shows the relationship to co-authors in different diagrams. In addition, a link is provided to find contact information.

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The Materials Map is still under development. In its current state, it is only based on one single data source and, thus, incomplete and contains duplicates. We are working on incorporating new open data sources like ORCID to improve the quality and the timeliness of our data. We will update Materials Map as soon as possible and kindly ask for your patience.

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University of Manchester

in Cooperation with on an Cooperation-Score of 37%

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Publications (1/1 displayed)

  • 2022Transition from equatorial to whole-shell buckling in embedded spherical shells under axisymmetric far-field loading3citations

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Parnell, William J.
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Thorpe, Maria
1 / 1 shared
Smith, Michael
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Abrahams, I. David
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2022

Co-Authors (by relevance)

  • Parnell, William J.
  • Thorpe, Maria
  • Smith, Michael
  • Abrahams, I. David
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article

Transition from equatorial to whole-shell buckling in embedded spherical shells under axisymmetric far-field loading

  • Parnell, William J.
  • Thorpe, Maria
  • Smith, Michael
  • Abrahams, I. David
  • Jones, Gareth Wyn
Abstract

Motivated by the need to understand the compression of syntactic foam composites, we solve the canonical problem of buckling of a thin spherical shell embedded in a medium that is much softer than the shell. Syntactic foams comprise shells that usually have diameters in the micron range and are distributed inside a matrix medium that is typically polymeric. Such foams are commonly employed in a range of applications where high stiffness to density ratios are of interest. This can be tailored via choice of shell thickness and type, and filler volume fraction.<br/><br/>Embedded glass microspheres fracture under sufficiently high loading, leading to a permanent softening of the syntactic foam. Embedded polymeric Expancel microspheres however are thought to buckle because the associated softening of the foam is recoverable. We determine critical buckling pressures in the practical scenarios of hydrostatic and uniaxial compressive loading states by solving a more general uniaxial loading problem. Critically, we investigate the thin-stiff shell limit, which yields very different results from a standard thin-shell limit under the assumption that the shell and matrix have stiffnesses of the same order. We employ nonlinear shell theory, linear stability analysis and rigorous asymptotics. We present numerical results for the critical buckling pressure over a wide range of shell thickness and contrasts in shell/matrix stiffnesses. Results for hydrostatic loading are compared against existing analytical and semi-analytical models for embedded shells. Under uniaxial loading we note that there are two distinct regions of parameter space, corresponding to equatorial and non-equatorial buckling regimes. The two non-dimensional parameters of critical importance are the shell thickness to radius ratio h/R and the shell to matrix shear modulus ratio µ<sub>m</sub>/µ<sub>s</sub>. By fixing one whilst varying the other we observe and describe the transition between these two regimes.

Topics
  • density
  • impedance spectroscopy
  • theory
  • glass
  • glass
  • composite