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Force distribution along tree branch - static analysis

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F62156489%3A43410%2F21%3A43920934" target="_blank" >RIV/62156489:43410/21:43920934 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.23967/wccm-eccomas.2020.150" target="_blank" >http://dx.doi.org/10.23967/wccm-eccomas.2020.150</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.23967/wccm-eccomas.2020.150" target="_blank" >10.23967/wccm-eccomas.2020.150</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Force distribution along tree branch - static analysis

  • Original language description

    The standard approach of tree stability assessment assumes that wind force is applied in a unique point (centre of gravity). Such a description of the loading brings a significant simplification of the reality, where the tree stem is submitted to multiple forces distributed from higher-order branches to lower order one. The aim of this study is to describe the influence of the simplification by comparison of branch response (deflection curve, bending moment) in the case of single-and the multi-point loading. Four beam-like models were built in ANSYS APDL according to geometry (tapered beams with realistic elliptical cross-sections) and material properties (shear included) of real tested branches. The models were experimentally validated in the case of single-point loading and consequently used for simulations of various loading scenarios. The distribution of force along the branches, by weighted division of total wind force according to different properties of branches, was applied. The branch response differs between single-and multi-point loading in the case of deflection curve, whereas the bending moment at branch anchorage is comparable.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    40102 - Forestry

Result continuities

  • Project

    <a href="/en/project/LL1909" target="_blank" >LL1909: Tree Dynamics: Understanding of Mechanical Response to Loading</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2021

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    14th World Congress in Computational Mechanics (WCCM) and ECCOMAS Congress: Proceedings

  • ISBN

  • ISSN

    2696-6999

  • e-ISSN

    2696-6999

  • Number of pages

    12

  • Pages from-to

    "Nestrankovano"

  • Publisher name

    Scipedia, S.L.

  • Place of publication

    Barcelona

  • Event location

    Barcelona

  • Event date

    Jan 11, 2021

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article