Vol.2, No 3, 2001
pp. 169-184
UDC 624.011.1:624.012.46 (045)
ANALYSIS OF A COMPOSITE TIMBER-CONCRETE
STRUCTURES ACCORDING TO THE LIMIT STATES
Design and Innovative Methods in Coupling
of a Timber and Concrete
Dragoslav Stojić, Radovan Cvetković*
Faculty of Civil Engineering and Architecture,
University of Niš, Serbia and Montenegro, E-mail: dragoslavstojic@yahoo.com,
* radovancvetkovic@yahoo.com
Abstract. This work deals with composite timber-concrete
structures. By means of mechanical fasteners dowels or the other connecting
systems, timber and concrete can be connected, namely, coupled in new type
of girders characterized by better mechanical and load-baring capacity
properties. Here, on the base of theory of elasticity and, it is very important,
according to rules and recommendations of new-fashioned concepts for design
of timber structures and concrete structures, namely, Eurocode 5 and Eurocode
2, based on the limit states of structures, design procedure is briefly
given.
The structure of footbridge, at the end of the
work, is consists of concrete slab and glued-laminated timber beams, connected
by steel reinforced fasteners in the composite structure and here is observed
the behaviour of this structure according to ultimate limit states and
serviceability limit states.
ANALIZA SPREGNUTIH KONSTRUKCIJA
DRVO-BETON PREMA GRANIČNIM STANJIMA
U radu je data analiza spregnutih konstrukcija tipa
drvo-beton. Pomoću mehaničkih spojnih sredstava, moždanika ili nekih drugih
sistema za spajanje, drvo i beton mogu biti povezani, odnosno spregnuti
u novi tip nosača koji se karakteriše boljim mehaničkim svojstvima. Proračun
prema teoriji elastičnosti, posebno prema pravilima i preporukama modernih
concepata za proračun drvenih i betonskih konstrukcija datih u Evrokodu
2 i Evrokodu 5 i zasnovanih na graničnim stanjima nosivosti u upotrebljivosti,
dat je ukratko.
Ponašanje konstrukcije spregnutog pešačkog mosta,
sastavljene od armirano-betonske ploče koja jesa lepljenim lameliranim
gredama povezana mehaničkim štapastim spojnim sredstvima analizirano je
prema graničnim stanjima.