Grout effect on the behaviour of the anchor shear connection
Конференцијски прилог (Објављена верзија)
,
Univerzitet u Beogradu, Građevinski fakultet
Метаподаци
Приказ свих података о документуАпстракт
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.
Кључне речи:
anchor / shear connection / grout / slipИзвор:
ASES International symposium proceedings, 2021Издавач:
- Univerzitet u Beogradu, Građevinski fakultet
- Društvo građevinskih konstruktera Srbije
Финансирање / пројекти:
- Министарство науке, технолошког развоја и иновација Републике Србије, институционално финансирање - 200092 (Универзитет у Београду, Грађевински факултет) (RS-MESTD-inst-2020-200092)
Институција/група
GraFarTY - 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 .