Investigation of the influence of the externally bonded carbon fibre reinforcement on the cracking of reinforced concrete members
| Author | Affiliation |
|---|---|
| Year | Start Page | End Page |
|---|---|---|
2007 | 786 | 791 |
Atlikti gelžbetoninių sijų su išorine anglies pluošto armatūra eksperimentiniai tyrimai. Nustatyta išorinės armatūros bei anglies puošto inkaravimo būdų įtaka plyšių susidarymo momentui, plyšių pobūdžiui ir vytimuisi. Pateikti plyšių susidarymo momento skaičiavimo metodai. Viena iš metodikų įvertina anglies pluošto pasislinkimą betono atžvilgiu. Eksperimento metu nustatyti plyšių susidarymo momentai palyginti su skaičiavimo rezultatais.
This paper is devoted to present the influence of the externally bonded carbon fibre reinforcement on cracking of reinforced concrete beams. Experimental investigation of beams strengthened with carbon fibre was conducted. Three different methods of anchoring external reinforcement were applied to strengthen the beams. The impact of anchoring on the cracking moment was defined. Two different cracking design methods are provided herein. The design methods evaluate curvilinear diagrams of compressed concrete and concrete at tension. One of the design methods evaluates the slip of carbon fibre in respect to concrete. Calculation results are provided. Comparative analysis of experimental and theoretical results was conducted.