Hybrid composite I-girder pedestrian bridge

Issam E. Harik; Peter J. Szak; Bradley N. Robson; Theodore H. Hopwood; Dan Witcher; Bruce Brailsford

Hybrid composite I-girder pedestrian bridge

Issam E. Harik
, Peter J. Szak
, Bradley N. Robson
, Theodore H. Hopwood
, Dan Witcher
, Bruce Brailsford

Producción científica: Paper › revisión exhaustiva

2 Citas (Scopus)

Resumen

An 18.29 m (60 ft) pedestrian I-girder bridge is analyzed, designed, tested, and constructed. The main load carrying members for the bridge are two 60.96 cm (24 in) deep fiber glass reinforced plastic I-girders with embedded carbon fibers in the flanges. Laboratory testing quantified the increased stiffness of the hybrid carbon beams over those manufactured solely from fiberglass. Typical joint connections were also tested to investigate their performance. A vibrational analysis was accomplished to check the bridges response to pedestrian traffic. The bridge will be monitored to obtain both long term structural integrity and creep performance.

Idioma original	English
Páginas	1270-1277
Número de páginas	8
Estado	Published - 1996
Evento	Proceedings of the 1996 28th International SAMPE Technical Conference - Seattle, WA, USA Duración: nov 4 1996 → nov 7 1996

Conference

Conference	Proceedings of the 1996 28th International SAMPE Technical Conference
Ciudad	Seattle, WA, USA
Período	11/4/96 → 11/7/96

ASJC Scopus subject areas

General Materials Science
Mechanics of Materials
Mechanical Engineering

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title = "Hybrid composite I-girder pedestrian bridge",

abstract = "An 18.29 m (60 ft) pedestrian I-girder bridge is analyzed, designed, tested, and constructed. The main load carrying members for the bridge are two 60.96 cm (24 in) deep fiber glass reinforced plastic I-girders with embedded carbon fibers in the flanges. Laboratory testing quantified the increased stiffness of the hybrid carbon beams over those manufactured solely from fiberglass. Typical joint connections were also tested to investigate their performance. A vibrational analysis was accomplished to check the bridges response to pedestrian traffic. The bridge will be monitored to obtain both long term structural integrity and creep performance.",

author = "Harik, \{Issam E.\} and Szak, \{Peter J.\} and Robson, \{Bradley N.\} and Hopwood, \{Theodore H.\} and Dan Witcher and Bruce Brailsford",

year = "1996",

language = "English",

pages = "1270--1277",

note = "Proceedings of the 1996 28th International SAMPE Technical Conference ; Conference date: 04-11-1996 Through 07-11-1996",

}

TY - CONF

T1 - Hybrid composite I-girder pedestrian bridge

AU - Harik, Issam E.

AU - Szak, Peter J.

AU - Robson, Bradley N.

AU - Hopwood, Theodore H.

AU - Witcher, Dan

AU - Brailsford, Bruce

PY - 1996

Y1 - 1996

N2 - An 18.29 m (60 ft) pedestrian I-girder bridge is analyzed, designed, tested, and constructed. The main load carrying members for the bridge are two 60.96 cm (24 in) deep fiber glass reinforced plastic I-girders with embedded carbon fibers in the flanges. Laboratory testing quantified the increased stiffness of the hybrid carbon beams over those manufactured solely from fiberglass. Typical joint connections were also tested to investigate their performance. A vibrational analysis was accomplished to check the bridges response to pedestrian traffic. The bridge will be monitored to obtain both long term structural integrity and creep performance.

AB - An 18.29 m (60 ft) pedestrian I-girder bridge is analyzed, designed, tested, and constructed. The main load carrying members for the bridge are two 60.96 cm (24 in) deep fiber glass reinforced plastic I-girders with embedded carbon fibers in the flanges. Laboratory testing quantified the increased stiffness of the hybrid carbon beams over those manufactured solely from fiberglass. Typical joint connections were also tested to investigate their performance. A vibrational analysis was accomplished to check the bridges response to pedestrian traffic. The bridge will be monitored to obtain both long term structural integrity and creep performance.

UR - https://www.scopus.com/pages/publications/0030362582

UR - https://www.scopus.com/pages/publications/0030362582#tab=citedBy

M3 - Paper

AN - SCOPUS:0030362582

SP - 1270

EP - 1277

T2 - Proceedings of the 1996 28th International SAMPE Technical Conference

Y2 - 4 November 1996 through 7 November 1996

ER -

Hybrid composite I-girder pedestrian bridge

Resumen

Conference

ASJC Scopus subject areas

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