Prefabricated construction and requirements for reusing the particular structural element, request the application of a support joint realized with anchors. Besides demountability, the connection detail realized with anchors needs to satisfy all support conditions adopted during the structure design. This paper describes the behaviour of anchor shear connection. The connection slip was analysed concerning the grout material properties and the grout thickness. The parametric study was performed using Abaqus software to define the relationship between grout properties and thickness and the slip deformation for load levels corresponding to serviceability limit states.
TY - CONF
AU - Spremić, Milan
AU - Gluhović, Nina
AU - Jakovljević, Isidora
AU - Marković, Zlatko
PY - 2021
UR - https://grafar.grf.bg.ac.rs/handle/123456789/2359
AB - Prefabricated construction and requirements for reusing the particular structural element, request the application of a support joint realized with anchors. Besides demountability, the connection detail realized with anchors needs to satisfy all support conditions adopted during the structure design. This paper describes the behaviour of anchor shear connection. The connection slip was analysed concerning the grout material properties and the grout thickness. The parametric study was performed using Abaqus software to define the relationship between grout properties and thickness and the slip deformation for load levels corresponding to serviceability limit states.
PB - Univerzitet u Beogradu, Građevinski fakultet
PB - Društvo građevinskih konstruktera Srbije
C3 - ASES International symposium proceedings
T1 - Grout effect on the behaviour of the anchor shear connection
UR - https://hdl.handle.net/21.15107/rcub_grafar_2359
ER -
@conference{
author = "Spremić, Milan and Gluhović, Nina and Jakovljević, Isidora and Marković, Zlatko",
year = "2021",
abstract = "Prefabricated construction and requirements for reusing the particular structural element, request the application of a support joint realized with anchors. Besides demountability, the connection detail realized with anchors needs to satisfy all support conditions adopted during the structure design. This paper describes the behaviour of anchor shear connection. The connection slip was analysed concerning the grout material properties and the grout thickness. The parametric study was performed using Abaqus software to define the relationship between grout properties and thickness and the slip deformation for load levels corresponding to serviceability limit states.",
publisher = "Univerzitet u Beogradu, Građevinski fakultet, Društvo građevinskih konstruktera Srbije",
journal = "ASES International symposium proceedings",
title = "Grout effect on the behaviour of the anchor shear connection",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2359"
}
Spremić, M., Gluhović, N., Jakovljević, I.,& Marković, Z.. (2021). Grout effect on the behaviour of the anchor shear connection. in ASES International symposium proceedings
Univerzitet u Beogradu, Građevinski fakultet..
https://hdl.handle.net/21.15107/rcub_grafar_2359
Spremić M, Gluhović N, Jakovljević I, Marković Z. Grout effect on the behaviour of the anchor shear connection. in ASES International symposium proceedings. 2021;.
https://hdl.handle.net/21.15107/rcub_grafar_2359 .
Spremić, Milan, Gluhović, Nina, Jakovljević, Isidora, Marković, Zlatko, "Grout effect on the behaviour of the anchor shear connection" in ASES International symposium proceedings (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2359 .
,