BEAM-ON-ELASTIC FOUNDATION MODEL OF MECHANICAL PROPERTIES OF RING NAILS AND HEAVY-DUTY SCREWS
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F23%3A00366762" target="_blank" >RIV/68407700:21610/23:00366762 - isvavai.cz</a>
Výsledek na webu
<a href="https://doi.org/10.52202/069179-0190" target="_blank" >https://doi.org/10.52202/069179-0190</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.52202/069179-0190" target="_blank" >10.52202/069179-0190</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
BEAM-ON-ELASTIC FOUNDATION MODEL OF MECHANICAL PROPERTIES OF RING NAILS AND HEAVY-DUTY SCREWS
Popis výsledku v původním jazyce
Beam-on-foundation modelling shows huge potential to substitute the limit analysis and empirical stiffness formulas used to calculate the load bearing capacity of timber connections with dowel-type fasteners like nails and screws. It takes into the account the non-linear behaviour of fastener’s shank subjected to bending as well as the elastic-plastic behaviour of contact between the fastener and surrounding wood. Its another advantage is the capability to calculate both capacity and stiffness of complex connections commonly used in cross-laminated timber structures. This paper describes numerical models of axially and laterally loaded fasteners in wood. Results from modelling are thereafter compared to the experimentally obtained data.
Název v anglickém jazyce
BEAM-ON-ELASTIC FOUNDATION MODEL OF MECHANICAL PROPERTIES OF RING NAILS AND HEAVY-DUTY SCREWS
Popis výsledku anglicky
Beam-on-foundation modelling shows huge potential to substitute the limit analysis and empirical stiffness formulas used to calculate the load bearing capacity of timber connections with dowel-type fasteners like nails and screws. It takes into the account the non-linear behaviour of fastener’s shank subjected to bending as well as the elastic-plastic behaviour of contact between the fastener and surrounding wood. Its another advantage is the capability to calculate both capacity and stiffness of complex connections commonly used in cross-laminated timber structures. This paper describes numerical models of axially and laterally loaded fasteners in wood. Results from modelling are thereafter compared to the experimentally obtained data.
Klasifikace
Druh
O - Ostatní výsledky
CEP obor
—
OECD FORD obor
20102 - Construction engineering, Municipal and structural engineering
Návaznosti výsledku
Projekt
—
Návaznosti
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Ostatní
Rok uplatnění
2023
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů