Naslov
Experimental Investigation of Joint Wood-Concrete Composite Structures Jointed by Special Type Dowels

Autori
Takač, Stjepan ; Bogičević, Predrag ,

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni

Izvornik
Timber and Wood Composites for next Century / Song-Yung Wang ; Min-Chyuan Yen - , 1999, 386-391

Skup
International Conference on Effective Utilization of Plantation Timber Timber and Wood Composites for the Next Century

Mjesto i datum
Chi Tou, Tajvan, 21.05.1999. - 23.05.1999

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
timber-concrete composite structures; rheological research; requidity modulus

Sažetak
Experimental and theoretical researches of timber-concrete composite structures have been lately performed within a scientific project at the Faculty of civil engineering in Osijek. Bonds by means of dowels, which are produced in series, have been especially researched. One-sided dowels of type C (according to DIN 1052 T2 Dowel Type C) have been presented in this project. The research program includes the testing of requidity modulus in to the bond : - static research - rheological research Value of sliding can be presented: - in calculation of the limit state of bearing power by modulus of requidity Ku, - in calculation of the limit state of usability by modulus KSER, Modulus of requidity can be defined experimentally from known force and strain values, as follows: Ku = F/V KU = modulus of requidity F = force v = displacement Ł 1.5 mm A rheological research on the first phase from the four samples is in progress. Those four samples are loaded by force, in the line of bonds. The intensity of force is equal as carrying capacity of dowels. The experimental results of the long-term and static testing of the wood-concrete composite structures are presented in this project.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo

POVEZANOST RADA