Abstract
Most existing exterior walls, particularly un-reinforced masonry (URM) walls, have limited strength to withstand in-plane and out-of-plane forces caused by earthquake or wind. Current retrofitting techniques used to improve flexural and shear capacity of URM walls include internal and external reinforcement such as: placing steel bars in block cavities and grouting, post-tensioning with steel tendons, crack stitching, and adhering fiber-reinforced polymers (FRP). This paper evaluates the effectiveness of strengthening URM walls using a novel carbon fabric-reinforced cementitious matrix (FRCM) composite system as an alternative strengthening technique. The experimental program comprises 36 URM wall specimens made from concrete masonry blocks and clay bricks, which are strengthened with two different amounts of FRCM reinforcement, namely: one and four reinforcement fabrics. The specimens are subjected to in-plane diagonal compressive force or out-of-plane uniformly distributed pressure. The experimental evidence demonstrates the feasibility of FRCM strengthening on improving the structural performance of masonry walls in terms of flexural and shear capacity, and pseudo-ductility.
| Original language | English (US) |
|---|---|
| Title of host publication | Proceedings of the 7th International Conference on FRP Composites in Civil Engineering, CICE 2014 |
| Editors | Raafat El-Hacha |
| Publisher | International Institute for FRP in Construction (IIFC) |
| ISBN (Electronic) | 9781771363082 |
| State | Published - Jan 1 2014 |
| Event | 7th International Conference on FRP Composites in Civil Engineering, CICE 2014 - Vancouver, Canada Duration: Aug 20 2014 → Aug 22 2014 |
Publication series
| Name | Proceedings of the 7th International Conference on FRP Composites in Civil Engineering, CICE 2014 |
|---|
Other
| Other | 7th International Conference on FRP Composites in Civil Engineering, CICE 2014 |
|---|---|
| Country | Canada |
| City | Vancouver |
| Period | 8/20/14 → 8/22/14 |
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ASJC Scopus subject areas
- Polymers and Plastics
- Civil and Structural Engineering
Cite this
URM walls strengthened with fabric-reinforced cementitious matrix (FRCM) subjected to in-plane and out-of-plane load. / Babaeidarabad, Saman; Nanni, Antonio.
Proceedings of the 7th International Conference on FRP Composites in Civil Engineering, CICE 2014. ed. / Raafat El-Hacha. International Institute for FRP in Construction (IIFC), 2014. (Proceedings of the 7th International Conference on FRP Composites in Civil Engineering, CICE 2014).Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - URM walls strengthened with fabric-reinforced cementitious matrix (FRCM) subjected to in-plane and out-of-plane load
AU - Babaeidarabad, Saman
AU - Nanni, Antonio
PY - 2014/1/1
Y1 - 2014/1/1
N2 - Most existing exterior walls, particularly un-reinforced masonry (URM) walls, have limited strength to withstand in-plane and out-of-plane forces caused by earthquake or wind. Current retrofitting techniques used to improve flexural and shear capacity of URM walls include internal and external reinforcement such as: placing steel bars in block cavities and grouting, post-tensioning with steel tendons, crack stitching, and adhering fiber-reinforced polymers (FRP). This paper evaluates the effectiveness of strengthening URM walls using a novel carbon fabric-reinforced cementitious matrix (FRCM) composite system as an alternative strengthening technique. The experimental program comprises 36 URM wall specimens made from concrete masonry blocks and clay bricks, which are strengthened with two different amounts of FRCM reinforcement, namely: one and four reinforcement fabrics. The specimens are subjected to in-plane diagonal compressive force or out-of-plane uniformly distributed pressure. The experimental evidence demonstrates the feasibility of FRCM strengthening on improving the structural performance of masonry walls in terms of flexural and shear capacity, and pseudo-ductility.
AB - Most existing exterior walls, particularly un-reinforced masonry (URM) walls, have limited strength to withstand in-plane and out-of-plane forces caused by earthquake or wind. Current retrofitting techniques used to improve flexural and shear capacity of URM walls include internal and external reinforcement such as: placing steel bars in block cavities and grouting, post-tensioning with steel tendons, crack stitching, and adhering fiber-reinforced polymers (FRP). This paper evaluates the effectiveness of strengthening URM walls using a novel carbon fabric-reinforced cementitious matrix (FRCM) composite system as an alternative strengthening technique. The experimental program comprises 36 URM wall specimens made from concrete masonry blocks and clay bricks, which are strengthened with two different amounts of FRCM reinforcement, namely: one and four reinforcement fabrics. The specimens are subjected to in-plane diagonal compressive force or out-of-plane uniformly distributed pressure. The experimental evidence demonstrates the feasibility of FRCM strengthening on improving the structural performance of masonry walls in terms of flexural and shear capacity, and pseudo-ductility.
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M3 - Conference contribution
T3 - Proceedings of the 7th International Conference on FRP Composites in Civil Engineering, CICE 2014
BT - Proceedings of the 7th International Conference on FRP Composites in Civil Engineering, CICE 2014
A2 - El-Hacha, Raafat
PB - International Institute for FRP in Construction (IIFC)
ER -