Dowelled Joints in Timber Structures Experiment-Design-Realization

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F62156489%3A43410%2F16%3A43909628" target="_blank" >RIV/62156489:43410/16:43909628 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/00216305:26110/16:PU136739

Výsledek na webu

<a href="http://www.centrumdp.sk/wr/201604/14.pdf" target="_blank" >http://www.centrumdp.sk/wr/201604/14.pdf</a>

DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Dowelled Joints in Timber Structures Experiment-Design-Realization

Popis výsledku v původním jazyce

The paper describes experimental research in the real behaviour of connections and its application to the design and realization of new types of timber structures. According to the connection type, primarily dowelled joints with slotted-in steel plates made from solid and glulam timber have been examined. A vital factor in designing joints of timber structures is respecting wood properties related to its changes in humidity. It is namely the case of strength changes as well as volume changes in particular directions. The experimental tests have been used to evaluate the inf luence of material strength, diameter and dowel number on the load-bearing capacity of joints. Substantial strengthening of joint's load-bearing capacity can be attained by eliminating transverse tensile stresses in the region of dowels. Thus the conclusions derived from the experimental research and from the real behaviour have been implemented by the authors to develop new types of timber structures.

Název v anglickém jazyce

Dowelled Joints in Timber Structures Experiment-Design-Realization

Popis výsledku anglicky

The paper describes experimental research in the real behaviour of connections and its application to the design and realization of new types of timber structures. According to the connection type, primarily dowelled joints with slotted-in steel plates made from solid and glulam timber have been examined. A vital factor in designing joints of timber structures is respecting wood properties related to its changes in humidity. It is namely the case of strength changes as well as volume changes in particular directions. The experimental tests have been used to evaluate the inf luence of material strength, diameter and dowel number on the load-bearing capacity of joints. Substantial strengthening of joint's load-bearing capacity can be attained by eliminating transverse tensile stresses in the region of dowels. Thus the conclusions derived from the experimental research and from the real behaviour have been implemented by the authors to develop new types of timber structures.

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/GA14-25320S" target="_blank" >GA14-25320S: Aspekty použití komplexních nelineárních materiálových modelů</a><br>

Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2016

Kód důvěrnosti údajů

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

Název periodika

Wood Research

ISSN

1336-4561

e-ISSN

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Svazek periodika

61

Číslo periodika v rámci svazku

4

Stát vydavatele periodika

SK - Slovenská republika

Počet stran výsledku

12

Strana od-do

651-662

Kód UT WoS článku

000383729800014

EID výsledku v databázi Scopus

2-s2.0-84991716597