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Strengthening of concrete beams using CFRP strips anchorage of externally glued strips
Anchorage of externally bonded reinforcement is the main problem for strengthening concrete structures with CFRP strips. This paper presents the mathematical theory of prestressed CFRP strips anchorage. Results of solution of differential equations describing the elasticity problem of bonded CFRP strip are compared with some tests results. The comparison of the theoretical and measured results of stress and strain at the anchorage areas demonstrates good accordance at the linear area of behaviour. The theoretically derived design equations can be used for anchorage of non-prestressed and prestressed CFRP strips.
Strengthening of concrete beams using CFRP strips anchorage of externally glued strips
Anchorage of externally bonded reinforcement is the main problem for strengthening concrete structures with CFRP strips. This paper presents the mathematical theory of prestressed CFRP strips anchorage. Results of solution of differential equations describing the elasticity problem of bonded CFRP strip are compared with some tests results. The comparison of the theoretical and measured results of stress and strain at the anchorage areas demonstrates good accordance at the linear area of behaviour. The theoretically derived design equations can be used for anchorage of non-prestressed and prestressed CFRP strips.
Strengthening of concrete beams using CFRP strips anchorage of externally glued strips
Verfestigung von Betonträgern mittels kohlefaserverstärkter Kunststoff-Verankerungsstreifen durch extern aufgeklebte Streifen
Stepanek, P. (author) / Svarickova, I. (author) / Adamek, J. (author)
2003
6 Seiten, 8 Bilder, 3 Quellen
(Nicht paginiert)
Conference paper
Storage medium
English
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