Joint between concrete structural member and steel or timber structural member can be realized with anchor plate which is being embeded in concrete structure during the erection. Anchor plate can be connected with concrete structural member using any standard anchor, with anchors made of ribbed reinforcement or, with group of standard head stud connectors as it is described in this paper. This paper also describes a procedure for calculation of anchor plate shear capacity with connection to concrete member realized with group of head stud connector.
TY - CONF
AU - Spremić, Milan B.
AU - Fric, Nenad
AU - Marković, Zlatko A.
AU - Buđevac, Dragan V.
PY - 2010
UR - http://grafar.grf.bg.ac.rs/handle/123456789/1956
AB - Joint between concrete structural member and steel or timber structural member can be realized with anchor plate which is being embeded in concrete structure during the erection. Anchor plate can be connected with concrete structural member using any standard anchor, with anchors made of ribbed reinforcement or, with group of standard head stud connectors as it is described in this paper. This paper also describes a procedure for calculation of anchor plate shear capacity with connection to concrete member realized with group of head stud connector.
C3 - Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa 2010, 15-19. februar 2010, Žabljak, Podgorica, knjiga 1
T1 - Nosivost na smicanje anker ploče sa grupom elastičnih čep moždanika
EP - 654
SP - 649
ER -
@conference{
author = "Spremić, Milan B. and Fric, Nenad and Marković, Zlatko A. and Buđevac, Dragan V.",
year = "2010",
url = "http://grafar.grf.bg.ac.rs/handle/123456789/1956",
abstract = "Joint between concrete structural member and steel or timber structural member can be realized with anchor plate which is being embeded in concrete structure during the erection. Anchor plate can be connected with concrete structural member using any standard anchor, with anchors made of ribbed reinforcement or, with group of standard head stud connectors as it is described in this paper. This paper also describes a procedure for calculation of anchor plate shear capacity with connection to concrete member realized with group of head stud connector.",
journal = "Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa 2010, 15-19. februar 2010, Žabljak, Podgorica, knjiga 1",
title = "Nosivost na smicanje anker ploče sa grupom elastičnih čep moždanika",
pages = "654-649"
}
Spremić, M. B., Fric, N., Marković, Z. A.,& Buđevac, D. V. (2010). Nosivost na smicanje anker ploče sa grupom elastičnih čep moždanika.
Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa 2010, 15-19. februar 2010, Žabljak, Podgorica, knjiga 1, 649-654.
Spremić MB, Fric N, Marković ZA, Buđevac DV. Nosivost na smicanje anker ploče sa grupom elastičnih čep moždanika. Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa 2010, 15-19. februar 2010, Žabljak, Podgorica, knjiga 1. 2010;:649-654
Spremić Milan B., Fric Nenad, Marković Zlatko A., Buđevac Dragan V., "Nosivost na smicanje anker ploče sa grupom elastičnih čep moždanika" Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa 2010, 15-19. februar 2010, Žabljak, Podgorica, knjiga 1 (2010):649-654
