Finite element analysis of deep wide-flanged pre-stressed girders to understand and control end cracking : [work plan].

Oliva, Michael G.; Okumus, Pinar; University of Wisconsin--Madison. Department of Civil and Environmental Engineering

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Finite element analysis of deep wide-flanged pre-stressed girders to understand and control end cracking : [work plan].

2011-01-01
By Oliva, Michael G. ; Okumus, Pinar

[PDF-67.42 KB]

English

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Details:

Alternative Title:

Finite element analysis of deep wide-flanged pre-stressed girders [work plan]
Creators:

Oliva, Michael G. ; Okumus, Pinar

Oliva, Michael G. ; Okumus, Pinar Less -
Corporate Creators:

University of Wisconsin--Madison. Department of Civil and Environmental Engineering
Corporate Contributors:

Wisconsin. Dept. of Transportation. Research Coordination Section
Subject/TRT Terms:

[+]

Concrete Bridges Concrete Bridges--Cracking Cracking Girders Girders--Testing Prestressed Concrete Prestressed Concrete Bridges Testing
Publication/ Report Number:

WHRP 11-06
Resource Type:

Tech Report
Geographical Coverage:

Wisconsin
Edition:

Work plan.
Corporate Publisher:

Wisconsin Highway Research Program
Abstract:

Project -- Work Approach: The first phase will examine the critical problem of controlling cracking in the 82W

girders. This complex problem is controlled by effects of concentrated stresses, force

transfer from pre-tensioning strand, inelastic behavior of the material in the transfer

region of a girder and possible sources of restraint to girder deformation. A solution must

include accurate modeling of the behavior verified by experimental measurements.
Format:

PDF
Funding:

WisDOT SPR# 0092-10-12
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:08d2cb3a35b5a40a0c46aea492fce7d2634aaae985a4d9ba22d87f0b0384b020
Download URL:

https://rosap.ntl.bts.gov/view/dot/23565/dot_23565_DS1.pdf
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Finite element analysis of deep wide-flanged pre-stressed girders to understand and control end cracking : [work plan].

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