Design, Construction and Load Testing of the Bridge on Arnault Branch, Washington County, Missouri using Innovative Technologies

Dongming Yan; Genda Chen; Nestore Galati; Sahra Sedigh

Design, Construction and Load Testing of the Bridge on Arnault Branch, Washington County, Missouri using Innovative Technologies

Dongming Yan
, Genda Chen
, Nestore Galati
, Sahra Sedigh

Research output: Contribution to journal › Article › peer-review

Abstract

The superstructure and instrumentation designs of a three-span bridge are presented in this report. The three spans include a precast box-girder bridge, a precast deck on steel girder and a precast deck on concrete girder. They were designed to compare the performance of various bridge decks reinforced with fiber reinforced polymers (FRP) through field instrumentations. A wireless monitoring system was designed to facilitate the collection of field data after the completion of bridge construction. The collected data will allow the study of FRP bars and stay-in-place FRP grid systems.

Original language	American English
Journal	Default journal
State	Published - Feb 1 2010

Keywords

Bridge design
concrete deck
GFRP bars
bridge instrumentation

Disciplines

Computer Sciences
Electrical and Computer Engineering
Structural Engineering

Access to Document

Design Construction and Load Testing of the Bridge on Arnault BrFinal published version, 906 KBLicense: CC BY

Cite this

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abstract = " The superstructure and instrumentation designs of a three-span bridge are presented in this report. The three spans include a precast box-girder bridge, a precast deck on steel girder and a precast deck on concrete girder. They were designed to compare the performance of various bridge decks reinforced with fiber reinforced polymers (FRP) through field instrumentations. A wireless monitoring system was designed to facilitate the collection of field data after the completion of bridge construction. The collected data will allow the study of FRP bars and stay-in-place FRP grid systems.",

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AU - Galati, Nestore

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Y1 - 2010/2/1

N2 - The superstructure and instrumentation designs of a three-span bridge are presented in this report. The three spans include a precast box-girder bridge, a precast deck on steel girder and a precast deck on concrete girder. They were designed to compare the performance of various bridge decks reinforced with fiber reinforced polymers (FRP) through field instrumentations. A wireless monitoring system was designed to facilitate the collection of field data after the completion of bridge construction. The collected data will allow the study of FRP bars and stay-in-place FRP grid systems.

AB - The superstructure and instrumentation designs of a three-span bridge are presented in this report. The three spans include a precast box-girder bridge, a precast deck on steel girder and a precast deck on concrete girder. They were designed to compare the performance of various bridge decks reinforced with fiber reinforced polymers (FRP) through field instrumentations. A wireless monitoring system was designed to facilitate the collection of field data after the completion of bridge construction. The collected data will allow the study of FRP bars and stay-in-place FRP grid systems.

KW - Bridge design

KW - concrete deck

KW - GFRP bars

KW - bridge instrumentation

UR - https://scholarsmine.mst.edu/civarc_enveng_facwork/965

M3 - Article

JO - Default journal

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Design, Construction and Load Testing of the Bridge on Arnault Branch, Washington County, Missouri using Innovative Technologies

Abstract

Keywords

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