Constitutive model for timber fracture under tensile and shear loads
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F15%3A00232447" target="_blank" >RIV/68407700:21110/15:00232447 - isvavai.cz</a>
Result on the web
<a href="http://www.ttp.net/978-3-03835-550-2.html" target="_blank" >http://www.ttp.net/978-3-03835-550-2.html</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.784.137" target="_blank" >10.4028/www.scientific.net/AMM.784.137</a>
Alternative languages
Result language
angličtina
Original language name
Constitutive model for timber fracture under tensile and shear loads
Original language description
A 2D homogeneous orthotropic constitutive model of tensile and shear fracture in timber based on a fixed smeared crack approach has been developed and implemented in ATENA? finite element software. The model captures (1) elastic and inelastic behavior ina small deformation range, (2) material orthotropy, both in a linear and non-linear range, (3) cracking across or along fibers, and (4) behavior under unloading/reloading. In this contribution we present model validation through numerical simulations ofcompact tension shear (CTS) tests of Radiata Pine timber.
Czech name
—
Czech description
—
Classification
Type
O - Miscellaneous
CEP classification
JL - Fatigue and fracture mechanics
OECD FORD branch
—
Result continuities
Project
—
Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2015
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů