Abstract
The paper presents a technique for strengthening of reinforced concrete infilled frames with textile-reinforced mortar (TRM) jacketing. The key objective of the study is to examine different methods of masonry infill-concrete connection by developing and testing textile-based anchors at the interface between masonry wallettes and concrete. The parameters examined include mainly the type of boundary conditions at the masonry-concrete interface, the geometry and fiber volume of anchors and the type and number of layers of the textile. It is shown that the anchors developed in this study enable the transfer of substantial tensile forces between masonry and concrete and that their magnitude may be estimated on the basis of anchor properties.
| Original language | English (US) |
|---|---|
| Article number | A4013015 |
| Journal | Journal of Composites for Construction |
| Volume | 18 |
| Issue number | 3 |
| DOIs | |
| State | Published - Jun 1 2014 |
Fingerprint
Keywords
- Masonry infills
- Reinforced concrete
- Seismic retrofitting
- Strengthening
- Textile anchors
- Textile-reinforced mortar (TRM)
ASJC Scopus subject areas
- Ceramics and Composites
- Civil and Structural Engineering
- Building and Construction
- Mechanics of Materials
- Mechanical Engineering
Cite this
Strengthening of infilled reinforced concrete frames with TRM : Study on the development and testing of textile-based anchors. / Koutas, L.; Pitytzogia, A.; Triantafillou, Thanasis; Bousias, S. N.
In: Journal of Composites for Construction, Vol. 18, No. 3, A4013015, 01.06.2014.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - Strengthening of infilled reinforced concrete frames with TRM
T2 - Study on the development and testing of textile-based anchors
AU - Koutas, L.
AU - Pitytzogia, A.
AU - Triantafillou, Thanasis
AU - Bousias, S. N.
PY - 2014/6/1
Y1 - 2014/6/1
N2 - The paper presents a technique for strengthening of reinforced concrete infilled frames with textile-reinforced mortar (TRM) jacketing. The key objective of the study is to examine different methods of masonry infill-concrete connection by developing and testing textile-based anchors at the interface between masonry wallettes and concrete. The parameters examined include mainly the type of boundary conditions at the masonry-concrete interface, the geometry and fiber volume of anchors and the type and number of layers of the textile. It is shown that the anchors developed in this study enable the transfer of substantial tensile forces between masonry and concrete and that their magnitude may be estimated on the basis of anchor properties.
AB - The paper presents a technique for strengthening of reinforced concrete infilled frames with textile-reinforced mortar (TRM) jacketing. The key objective of the study is to examine different methods of masonry infill-concrete connection by developing and testing textile-based anchors at the interface between masonry wallettes and concrete. The parameters examined include mainly the type of boundary conditions at the masonry-concrete interface, the geometry and fiber volume of anchors and the type and number of layers of the textile. It is shown that the anchors developed in this study enable the transfer of substantial tensile forces between masonry and concrete and that their magnitude may be estimated on the basis of anchor properties.
KW - Masonry infills
KW - Reinforced concrete
KW - Seismic retrofitting
KW - Strengthening
KW - Textile anchors
KW - Textile-reinforced mortar (TRM)
UR - http://www.scopus.com/inward/record.url?scp=84901022907&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84901022907&partnerID=8YFLogxK
U2 - 10.1061/(ASCE)CC.1943-5614.0000390
DO - 10.1061/(ASCE)CC.1943-5614.0000390
M3 - Article
AN - SCOPUS:84901022907
VL - 18
JO - Journal of Composites for Construction
JF - Journal of Composites for Construction
SN - 1090-0268
IS - 3
M1 - A4013015
ER -