Evaluation of the inverted tee shallow bridge system for use in Kansas [Summary]

Ambare, Sameer; Peterman, Robert J.; Kansas State University. Civil Engineering Dept.

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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

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Evaluation of the inverted tee shallow bridge system for use in Kansas [Summary]

2006-12-01
By Ambare, Sameer ; Peterman, Robert J.

[PDF-62.19 KB]

English

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Details:

Creators:

Ambare, Sameer ; Peterman, Robert J.

Ambare, Sameer ; Peterman, Robert J. Less -
Corporate Creators:

Kansas State University. Civil Engineering Dept.
Corporate Contributors:

Kansas. Dept. of Transportation
Subject/TRT Terms:

[+]

Bridge Engineering Bridge Superstructures Finite Element Method Girder Bridges Inverted Tee (IT) Girders Live Loads Load Transfer Prestressed Concrete
Publication/ Report Number:

K-TRAN-KSU-00-1
Resource Type:

Research Paper
Geographical Coverage:

Kansas
Edition:

Summary report
Corporate Publisher:

Kansas. Dept. of Transportation
NTL Classification:

NTL-HIGHWAY/ROAD TRANSPORTATION-Bridges and Structures;NTL-HIGHWAY/ROAD TRANSPORTATION-Construction and Maintenance;NTL-HIGHWAY/ROAD TRANSPORTATION-Design;
Abstract:

With the introduction of the pre-stressed concrete Inverted Tee (IT) girders as an alternative to the conventional concrete slab bridges, the distribution of live load in this system required considerable investigation. The approximate equations given in AASHTO LRFD can not be used for determining the distribution factors in the IT system because the required girder spacing conditions are not met. Therefore, there was a need for refined methods of analysis. This report presents the comparison of the AASHTO LRFD and AASHTO Standard Specifications, ignoring the spacing conditions, with the results obtained from 2-dimensional grillage analysis and 3-dimensional finite element analysis. /Abstract from report summary page/
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:8aeff56ba438cd6ea833a8a6bf97d66d19815fa46413247a3eff9cd1f2be38d0
Download URL:

https://rosap.ntl.bts.gov/view/dot/16369/dot_16369_DS1.pdf
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Evaluation of the inverted tee shallow bridge system for use in Kansas [Summary]

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