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Do elasticity and a free surface affect lithospheric stresses caused by upper-mantle convection?

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216208%3A11320%2F19%3A10404317" target="_blank" >RIV/00216208:11320/19:10404317 - isvavai.cz</a>

  • Result on the web

    <a href="https://verso.is.cuni.cz/pub/verso.fpl?fname=obd_publikace_handle&handle=9-BchXEoRB" target="_blank" >https://verso.is.cuni.cz/pub/verso.fpl?fname=obd_publikace_handle&handle=9-BchXEoRB</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1093/gji/ggy513" target="_blank" >10.1093/gji/ggy513</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Do elasticity and a free surface affect lithospheric stresses caused by upper-mantle convection?

  • Original language description

    Understanding why Earth&apos;s lithosphere is divided into several plates while other terrestrial bodies have unbroken lids is a long-standing challenge, often addressed with the help of numerical modelling. A key mechanism defining the transition between these two convective regimes is the formation of shear zones that cut through the entire lithosphere in regions with high stresses. Here we present a modelling study in which lithospheric stresses resulting from small-scale convection in the upper mantle are analysed. We perform model simulations that include elasticity and a free surface and evaluate how these physical complexities affect stress distribution inside the lithosphere, which in turn controls the depths of yielding and the possible initiation of subduction. We show that the spatial distribution of stress is significantly altered by the presence of elastic deformation only when the model lithosphere acts as a thick plate capable of bending. Whether or not this is the case depends on the viscosity model. For an Arrhenius viscosity limited by a cut-off value that produces an essentially rigid lid, flexure dominates the observed lithospheric stress pattern in simulations with a free surface. The amplitudes of the stress are, when a free surface is assumed but elasticity is neglected, largely overestimated. Including both a free surface and elasticity results in stresses with maximum amplitudes close to those observed in the traditional models with a viscous rheology and a free-slip upper boundary, suggesting that having no additional complexity is, in a way, better than employing just a free surface. We also demonstrate how the use of impermeable free-slip side boundaries can result in the formation of unnatural, laterally locked convection cells, and bias the results of a parametric study. For each point in the parameter space, we perform several simulations with slightly different initial temperature fields in order to statistically eliminate the occurrence of locked states.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    10500 - Earth and related environmental sciences

Result continuities

  • Project

    <a href="/en/project/GA18-20818S" target="_blank" >GA18-20818S: Water transportation effects in subduction models with consistent material properties</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2019

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Name of the periodical

    Geophysical Journal International

  • ISSN

    0956-540X

  • e-ISSN

  • Volume of the periodical

    216

  • Issue of the periodical within the volume

    3

  • Country of publishing house

    GB - UNITED KINGDOM

  • Number of pages

    21

  • Pages from-to

    1740-1760

  • UT code for WoS article

    000465601500018

  • EID of the result in the Scopus database

    2-s2.0-85062206015