All

What are you looking for?

All
Projects
Results
Organizations

Quick search

  • Projects supported by TA ČR
  • Excellent projects
  • Projects with the highest public support
  • Current projects

Smart search

  • That is how I find a specific +word
  • That is how I leave the -word out of the results
  • “That is how I can find the whole phrase”

Numerical analysis of mechanical behavior of softwood: bilinear elasto-plastic orthotropic model

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F62156489%3A43410%2F18%3A43914500" target="_blank" >RIV/62156489:43410/18:43914500 - isvavai.cz</a>

  • Alternative codes found

    RIV/68378297:_____/18:00492789

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Numerical analysis of mechanical behavior of softwood: bilinear elasto-plastic orthotropic model

  • Original language description

    Finite element method (FEM) is one of the most effective approaches for the virtual assessment and prediction of behavior in timber structures. Norway spruce is considered as desired model wood because of its frequent use. The complex modeling of behavior includes assumptions of orthotropicity and non-linear stress-strain response. The aim of the study was to determine the elasto-plastic material characteristics of compression tests parallel and perpendicular to the grain and three-point bending in compliance with the relevant test standards. Elasto-plastic material model was the basis for the finite-element (FE) analyses with the input of experimental data. The elasto-plastic material model with non-linear isotropic hardening was applied based on the Hill yield criterion in regions of uniaxial compression. The material characteristics were optimized and validated by means of general FE models under the same conditions as applied for the experiments. A good agreement was found between numerically predicted and experimentally measured data. The proposed elasto-plastic material models are capable for predicting of the ultimate strength, and therefore could contribute to a more reliable design of wood structures and their performance.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20501 - Materials engineering

Result continuities

  • Project

    <a href="/en/project/DG16P02M026" target="_blank" >DG16P02M026: Historical Timber Structures: Typology, Diagnostics and Traditional Wood Working</a><br>

  • Continuities

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

Others

  • Publication year

    2018

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    World Conference on Timber Engineering: Proceedings

  • ISBN

    979-11-6019-235-3

  • ISSN

  • e-ISSN

    neuvedeno

  • Number of pages

    6

  • Pages from-to

    "Nestrankovano"

  • Publisher name

    National Institute of Forest Science

  • Place of publication

    Soul

  • Event location

    Soul

  • Event date

    Aug 20, 2018

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article