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FRP Tubes Filled with Concrete and Subjected to Combined Axial and Flexural Loads

Flisak, B. / Fam, A. Z. / Rizkalla, S. H.

Concrete-filled fiber reinforced polymer FRP circular tubes provide a suitable structural member for a variety of applications including piles, columns, overhead sign structures and hydro poles. This paper discusses the behavior of concrete-filled Glass-FRP tubes under pure bending, and combined bending and axial compression. Test results of eleven specimens are reported. Axial load was applied at different eccentricities to establish the axial load and bending moment interaction curves.

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FRP Tubes Filled with Concrete and Subjected to Combined Axial and Flexural Loads

Flisak, B. / Fam, A. Z. / Rizkalla, S. H.

Concrete-filled fiber reinforced polymer FRP circular tubes provide a suitable structural member for a variety of applications including piles, columns, overhead sign structures and hydro poles. This paper discusses the behavior of concrete-filled Glass-FRP tubes under pure bending, and combined bending and axial compression. Test results of eleven specimens are reported. Axial load was applied at different eccentricities to establish the axial load and bending moment interaction curves.

FRP Tubes Filled with Concrete and Subjected to Combined Axial and Flexural Loads

Flisak, B. / Fam, A. Z. / Rizkalla, S. H.

Concrete-filled fiber reinforced polymer FRP circular tubes provide a suitable structural member for a variety of applications including piles, columns, overhead sign structures and hydro poles. This paper discusses the behavior of concrete-filled Glass-FRP tubes under pure bending, and combined bending and axial compression. Test results of eleven specimens are reported. Axial load was applied at different eccentricities to establish the axial load and bending moment interaction curves.

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Titel:

FRP Tubes Filled with Concrete and Subjected to Combined Axial and Flexural Loads

Beteiligte:

Flisak, B. (Autor:in) / Fam, A. Z. (Autor:in) / Rizkalla, S. H. (Autor:in)

Kongress:

Construction Institute Sessions at ASCE Civil Engineering Conference 2001 ; 2001 ; Houston, Texas, United States

Erschienen in:

Construction and Materials Issues 2001 ; 45-54

Erscheinungsdatum:

08.10.2001

ISBN:

DOI:

https://doi.org/10.1061/40591(269)6

Medientyp:

Aufsatz (Konferenz)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Piles , Axial loads , Construction materials , Concrete , Structure reinforcement , Rehabilitation , Flexural strength , Tubes , Fiber reinforced materials , Beam columns

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