A foam-filled GFRP bridge deck

G. Zi; J. Jung; B. M. Kim; Y. K. Hwang; Y. H. Lee

A foam-filled GFRP bridge deck

G. Zi^*
, J. Jung
, B. M. Kim
, Y. K. Hwang
, Y. H. Lee

^*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

1 Citation (Scopus)

Abstract

A new type of GFRP bridge decks is proposed. The space of each module was filled with a polyurethane foam of which elastic modulus is about 10MPa. Although the modulus of the foam was only a thousand of the apparent modulus of the GFRP laminate for the deck, the structural behaviours in the transverse direction such as the nominal strength, stiffness, etc. were greatly improved compared to those of the reference decks of which space was left empty. Because of the low weight of the foam, the bridge deck was still light enough. Webs of this type of deck did not significantly contribute to the strength development. The strength of the deck in the longitudinal direction was increased about 20%, too.

Original language	English
Title of host publication	Proceedings of the 1st Asia-Pacific Conference on FRP in Structures, APFIS 2007
Editors	Scott T. Smith
Publisher	International Institute for FRP in Construction (IIFC)
Pages	1101-1106
Number of pages	6
ISBN (Electronic)	9789628014149
Publication status	Published - 2007
Event	1st Asia-Pacific Conference on FRP in Structures, APFIS 2007 - Hong Kong, China Duration: 2007 Dec 12 → 2007 Dec 14

Publication series

Name	Proceedings of the 1st Asia-Pacific Conference on FRP in Structures, APFIS 2007
Volume	2

Conference

Conference	1st Asia-Pacific Conference on FRP in Structures, APFIS 2007
Country/Territory	China
City	Hong Kong
Period	07/12/12 → 07/12/14

Bibliographical note

Funding Information:
The authors gratefully acknowledge the financial support provided by Korea Institute of Construction technology and Korea Institute of Construction and Transportation Technology Evaluation and Planning (KICTTEP) grant 05-CTRM-D04-01.

Publisher Copyright:
© 2007 International Institute for FRP in Construction

Keywords

Crack development
Foam
Foam-filled GFRP deck
Orthotropic bridge deck
Transverse direction

ASJC Scopus subject areas

Civil and Structural Engineering
General Materials Science

Cite this

A foam-filled GFRP bridge deck. / Zi, G.; Jung, J.; Kim, B. M. et al.
Proceedings of the 1st Asia-Pacific Conference on FRP in Structures, APFIS 2007. ed. / Scott T. Smith. International Institute for FRP in Construction (IIFC), 2007. p. 1101-1106 (Proceedings of the 1st Asia-Pacific Conference on FRP in Structures, APFIS 2007; Vol. 2).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Zi, G, Jung, J, Kim, BM, Hwang, YK & Lee, YH 2007, A foam-filled GFRP bridge deck. in ST Smith (ed.), Proceedings of the 1st Asia-Pacific Conference on FRP in Structures, APFIS 2007. Proceedings of the 1st Asia-Pacific Conference on FRP in Structures, APFIS 2007, vol. 2, International Institute for FRP in Construction (IIFC), pp. 1101-1106, 1st Asia-Pacific Conference on FRP in Structures, APFIS 2007, Hong Kong, China, 07/12/12.

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abstract = "A new type of GFRP bridge decks is proposed. The space of each module was filled with a polyurethane foam of which elastic modulus is about 10MPa. Although the modulus of the foam was only a thousand of the apparent modulus of the GFRP laminate for the deck, the structural behaviours in the transverse direction such as the nominal strength, stiffness, etc. were greatly improved compared to those of the reference decks of which space was left empty. Because of the low weight of the foam, the bridge deck was still light enough. Webs of this type of deck did not significantly contribute to the strength development. The strength of the deck in the longitudinal direction was increased about 20\%, too.",

keywords = "Crack development, Foam, Foam-filled GFRP deck, Orthotropic bridge deck, Transverse direction",

author = "G. Zi and J. Jung and Kim, \{B. M.\} and Hwang, \{Y. K.\} and Lee, \{Y. H.\}",

note = "Funding Information: The authors gratefully acknowledge the financial support provided by Korea Institute of Construction technology and Korea Institute of Construction and Transportation Technology Evaluation and Planning (KICTTEP) grant 05-CTRM-D04-01. Publisher Copyright: {\textcopyright} 2007 International Institute for FRP in Construction; 1st Asia-Pacific Conference on FRP in Structures, APFIS 2007 ; Conference date: 12-12-2007 Through 14-12-2007",

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series = "Proceedings of the 1st Asia-Pacific Conference on FRP in Structures, APFIS 2007",

publisher = "International Institute for FRP in Construction (IIFC)",

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AU - Kim, B. M.

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AU - Lee, Y. H.

N1 - Funding Information: The authors gratefully acknowledge the financial support provided by Korea Institute of Construction technology and Korea Institute of Construction and Transportation Technology Evaluation and Planning (KICTTEP) grant 05-CTRM-D04-01. Publisher Copyright: © 2007 International Institute for FRP in Construction

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N2 - A new type of GFRP bridge decks is proposed. The space of each module was filled with a polyurethane foam of which elastic modulus is about 10MPa. Although the modulus of the foam was only a thousand of the apparent modulus of the GFRP laminate for the deck, the structural behaviours in the transverse direction such as the nominal strength, stiffness, etc. were greatly improved compared to those of the reference decks of which space was left empty. Because of the low weight of the foam, the bridge deck was still light enough. Webs of this type of deck did not significantly contribute to the strength development. The strength of the deck in the longitudinal direction was increased about 20%, too.

AB - A new type of GFRP bridge decks is proposed. The space of each module was filled with a polyurethane foam of which elastic modulus is about 10MPa. Although the modulus of the foam was only a thousand of the apparent modulus of the GFRP laminate for the deck, the structural behaviours in the transverse direction such as the nominal strength, stiffness, etc. were greatly improved compared to those of the reference decks of which space was left empty. Because of the low weight of the foam, the bridge deck was still light enough. Webs of this type of deck did not significantly contribute to the strength development. The strength of the deck in the longitudinal direction was increased about 20%, too.

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KW - Foam

KW - Foam-filled GFRP deck

KW - Orthotropic bridge deck

KW - Transverse direction

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BT - Proceedings of the 1st Asia-Pacific Conference on FRP in Structures, APFIS 2007

A2 - Smith, Scott T.

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T2 - 1st Asia-Pacific Conference on FRP in Structures, APFIS 2007

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ER -

A foam-filled GFRP bridge deck

Abstract

Publication series

Conference

Bibliographical note

Keywords

ASJC Scopus subject areas

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Cite this