000009256 001__ 9256
000009256 005__ 20141204092422.0
000009256 04107 $$aeng
000009256 046__ $$k12/05/2014
000009256 100__ $$aKunecký, J.
000009256 24500 $$aInfluence of geometric parameters on the stiffness of traditional dovetail timber joint

000009256 24630 $$n18.$$pEngineering Mechanics 2012
000009256 260__ $$bInstitute of Theoretical and Applied Mechanics, AS CR, Prague
000009256 506__ $$arestricted
000009256 520__ $$2eng$$aThe paper presents the development of numerical modeling for a traditional dovetail timber joint. The objective is to find the influence of its geometrical properties on the mechanical stiffness of the joint as well as to assess the main problems and limitations faced during the numerical modeling of the structure. An experiment with a replicated timber joint was used to validate the model. Material properties were ascertained and contact adjustment was made. Parametric study was performed: two angles of the joint beams (!, ") were varied. Suitable ranges of the angles for each type of loading were found. Main limitations and problems present in the modeling are depicted in the discussion.

000009256 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009256 653__ $$ahistorical construction, timber joint, numerical modeling

000009256 7112_ $$aEngineering Mechanics 2012$$cSvratka (CZ)$$d12/05/2014 - 15/05/2014$$gEM2012
000009256 720__ $$aKunecký, J.$$iCacciotti, R.$$iKloiber, M.
000009256 8560_ $$ffischerc@itam.cas.cz
000009256 8564_ $$s764167$$uhttps://invenio.itam.cas.cz/record/9256/files/226_Kunecky_J-FT.pdf$$yOriginal version of the author's contribution as presented on CD, paper (No. 226).
000009256 962__ $$r8924
000009256 980__ $$aPAPER