Masonry structures are prone to different types of damages caused by overloading, design or
construction errors, durability problems, accidental loading. Depending on the extent of
damages, failure of masonry structures can occur as a consequence. This indicates a need to
develop efficient and affordable strategies for strengthening masonry structures, thus achieving
improvement of their mechanical characteristics and providing greater reliability. Considering
advantages and disadvantages when choosing materials for reinforcement, Fibre Reinforced
Polymers (FRP) have proven to be very efficient and easily applicable solution. In this paper,
design guidelines and numerical example for strengthening masonry walls with FRP materials
for in-plane loading are presented.
TY - CONF
AU - Glišović, Ivan
AU - Todorović, Marija
AU - Stevanović, Boško
PY - 2021
UR - https://grafar.grf.bg.ac.rs/handle/123456789/2371
AB - Masonry structures are prone to different types of damages caused by overloading, design or
construction errors, durability problems, accidental loading. Depending on the extent of
damages, failure of masonry structures can occur as a consequence. This indicates a need to
develop efficient and affordable strategies for strengthening masonry structures, thus achieving
improvement of their mechanical characteristics and providing greater reliability. Considering
advantages and disadvantages when choosing materials for reinforcement, Fibre Reinforced
Polymers (FRP) have proven to be very efficient and easily applicable solution. In this paper,
design guidelines and numerical example for strengthening masonry walls with FRP materials
for in-plane loading are presented.
PB - Univerzitet u Beogradu Građevinski fakultet
C3 - Proceedings of The International Symposium ASES2020
T1 - Design of frp strengthened masonry structures
UR - https://hdl.handle.net/21.15107/rcub_grafar_2371
ER -
@conference{
author = "Glišović, Ivan and Todorović, Marija and Stevanović, Boško",
year = "2021",
abstract = "Masonry structures are prone to different types of damages caused by overloading, design or
construction errors, durability problems, accidental loading. Depending on the extent of
damages, failure of masonry structures can occur as a consequence. This indicates a need to
develop efficient and affordable strategies for strengthening masonry structures, thus achieving
improvement of their mechanical characteristics and providing greater reliability. Considering
advantages and disadvantages when choosing materials for reinforcement, Fibre Reinforced
Polymers (FRP) have proven to be very efficient and easily applicable solution. In this paper,
design guidelines and numerical example for strengthening masonry walls with FRP materials
for in-plane loading are presented.",
publisher = "Univerzitet u Beogradu Građevinski fakultet",
journal = "Proceedings of The International Symposium ASES2020",
title = "Design of frp strengthened masonry structures",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2371"
}
Glišović, I., Todorović, M.,& Stevanović, B.. (2021). Design of frp strengthened masonry structures. in Proceedings of The International Symposium ASES2020
Univerzitet u Beogradu Građevinski fakultet..
https://hdl.handle.net/21.15107/rcub_grafar_2371
Glišović I, Todorović M, Stevanović B. Design of frp strengthened masonry structures. in Proceedings of The International Symposium ASES2020. 2021;.
https://hdl.handle.net/21.15107/rcub_grafar_2371 .
Glišović, Ivan, Todorović, Marija, Stevanović, Boško, "Design of frp strengthened masonry structures" in Proceedings of The International Symposium ASES2020 (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2371 .
