Phase II: Correlation Between Experimental and Finite Element Analysis: Alaska Bridge 255-Chulitna River Bridge

Hulsey, J. Leroy; Xioa, Feng; Dolan, J.Daniel; University of Alaska Fairbanks. Dept. of Civil and Environmental Engineering

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Phase II: Correlation Between Experimental and Finite Element Analysis: Alaska Bridge 255-Chulitna River Bridge

2014-09-01
By Hulsey, J. Leroy ; Xioa, Feng ; Dolan, J.Daniel

[PDF-3.62 MB]

English

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Creators:

Hulsey, J. Leroy ; Xioa, Feng ; Dolan, J.Daniel

Hulsey, J. Leroy ; Xioa, Feng ; Dolan, J.Daniel Less -
Corporate Creators:

University of Alaska Fairbanks. Dept. of Civil and Environmental Engineering
Corporate Contributors:

United States. Dept. of Transportation. Research and Innovative Technology Administration
Subject/TRT Terms:

[+]

Bridge Management Systems Condition Surveys Finite Element Method Frigid Regions Research Hub Sensors Service Life Structural Health Monitoring
Publication/ Report Number:

2012-S-UAF-0013
Resource Type:

Tech Report
Geographical Coverage:

United States ; Alaska

United States ; Alaska Less -
Corporate Publisher:

Pacific Northwest Transportation Consortium
Abstract:

In this study, we will monitor the behavior of the Alaska Chulitna Bridge for the specific purpose of assisting the DOT in performing an accurate condition assessment of this bridge. Based on the state-of-the-art SHM knowledge and technologies with a specific interest in those which could be used on bridges in cold, remote regions, the objective of this study is to provide important information for structural condition assessment of the Chulitna River Bridge. Proposed SHM objectives are listed below—applicable to all bridges: Develop a SHM protocol including preferred system integrator, software, instrumentation, and sensors suitable for Alaska’s remote, harsh weather locations. Develop criteria to incorporate SHM into the state’s bridge management process. The established SHM system for ADOT&PF will be able to monitor performance of bridges subjected to extreme temperature and conditions—an aspect that is very important information for assessment of the structural condition and potential remaining service life of Alaska bridges.
Format:

PDF
Funding:

DTRT12-UTC10
Collection(s):

University Transportation Centers US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:8890f0d8df60e7664070d306a327bc0925ba7bcb2b91d7d712d9fb2b87bc213d
Download URL:

https://rosap.ntl.bts.gov/view/dot/28068/dot_28068_DS1.pdf
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Phase II: Correlation Between Experimental and Finite Element Analysis: Alaska Bridge 255-Chulitna River Bridge

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