Details
| Originalsprache | Englisch |
|---|---|
| Seiten (von - bis) | 508-510 |
| Seitenumfang | 3 |
| Fachzeitschrift | Engineering structures |
| Jahrgang | 46 |
| Frühes Online-Datum | 23 Sept. 2012 |
| Publikationsstatus | Veröffentlicht - Jan. 2013 |
| Extern publiziert | Ja |
Abstract
Many studies exist that address beams retrofitted with fiber-reinforced plastic (FRP) or steel plates; however, only a few used prestressed plates for strengthening. Basically, the governing equations of beams strengthened with prestressed plates are identical to the ones strengthened by non-prestressed plates. Nonetheless, when a prestressed plate is used, there are additional terms that should be considered in the analysis. This paper discusses the existing method of considering those additional terms and suggests new formulations.
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- Tief- und Ingenieurbau
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in: Engineering structures, Jahrgang 46, 01.2013, S. 508-510.
Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › Peer-Review
}
TY - JOUR
T1 - Interfacial stresses in beams strengthened with bonded prestressed plates
AU - Ghafoori, E.
PY - 2013/1
Y1 - 2013/1
N2 - Many studies exist that address beams retrofitted with fiber-reinforced plastic (FRP) or steel plates; however, only a few used prestressed plates for strengthening. Basically, the governing equations of beams strengthened with prestressed plates are identical to the ones strengthened by non-prestressed plates. Nonetheless, when a prestressed plate is used, there are additional terms that should be considered in the analysis. This paper discusses the existing method of considering those additional terms and suggests new formulations.
AB - Many studies exist that address beams retrofitted with fiber-reinforced plastic (FRP) or steel plates; however, only a few used prestressed plates for strengthening. Basically, the governing equations of beams strengthened with prestressed plates are identical to the ones strengthened by non-prestressed plates. Nonetheless, when a prestressed plate is used, there are additional terms that should be considered in the analysis. This paper discusses the existing method of considering those additional terms and suggests new formulations.
KW - Beams
KW - Bonded FRP composites
KW - Interfacial stresses
KW - Prestressed plate
KW - Strengthening
UR - http://www.scopus.com/inward/record.url?scp=84866481258&partnerID=8YFLogxK
U2 - 10.1016/j.engstruct.2012.08.011
DO - 10.1016/j.engstruct.2012.08.011
M3 - Article
AN - SCOPUS:84866481258
VL - 46
SP - 508
EP - 510
JO - Engineering structures
JF - Engineering structures
SN - 0141-0296
ER -