Structural response of near surface mounted CFRP strengthened reinforced concrete bridge deck overhang.

Pridmore, Anna B.; Karbhari, Vistasp M.; University of California, San Diego. Dept. of Structural Engineering; University of Alabama in Huntsville

Advanced Search

Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.

Search our Collections & Repository

Advanced Search
Custom Query

All these words:

For very narrow results

This exact word or phrase:

When looking for a specific result

Any of these words:

Best used for discovery & interchangable words

None of these words:

Recommended to be used in conjunction with other fields

Language:

Dates

Publication Date Range:

to

Document Data

Title:

Document Type:

Library

Collection:

Series:

People

Author:

Clear All

Query Builder

Query box

Clear All

For additional assistance using the Custom Query please check out our Help Page

i

Structural response of near surface mounted CFRP strengthened reinforced concrete bridge deck overhang.

2008-11-01
By Pridmore, Anna B. ; Karbhari, Vistasp M.

[PDF-2.17 MB]

English

Details You May Also Like

Details:

Alternative Title:

Structural response of near surface mounted carbon fire reinforced polymer strengthened reinforced concrete bridge deck overhang.
Creators:

Pridmore, Anna B. ; Karbhari, Vistasp M.

Pridmore, Anna B. ; Karbhari, Vistasp M. Less -
Corporate Creators:

University of California, San Diego. Dept. of Structural Engineering ; University of Alabama in Huntsville

University of California, San Diego. Dept. of Structural Engineering ; University of Alabama in Huntsville Less -
Corporate Contributors:

California. Department of Transportation
Subject/TRT Terms:

[+]

Concrete Bridges Floors Maintenance And Repair Polymeric Composites Testing
Publication/ Report Number:

SSRP0903 ; UCSD/SSRP-0903

SSRP0903 ; UCSD/SSRP-0903 Less -
Resource Type:

Tech Report
Geographical Coverage:

California
Corporate Publisher:

University of California, Berkeley
Abstract:

This report presents the results from an experimental investigation which explores the change in structural response due to the addition of near-surface-mounted (NSM) carbon fiber reinforced polymer (CFRP) reinforcement for increasing the capacity of the edge region of a reinforced concrete bridge deck. The motivation for rehabilitating bridge deck overhangs using NSM reinforcement is to increase the load carrying capacity of the region so that the overhang can accommodate the larger than designed for loads caused by the installation of sound barrier walls onto the edges of the bridge deck. The experimental testing of an as-built reinforced concrete specimen without FRP was used as the baseline test to evaluate the effectiveness of the NSM CFRP strengthening scheme. Details regarding the capacity calculations, experimental setup, testing protocol and experimental results for the as-built specimen and FRP rehabilitated specimen are discussed in this report. This report also presents the NSM CFRP strengthening design options examined for achieving the desired capacity increase and evaluates the change in structural response of the rehabilitated system as compared to the as-built test specimen.
Format:

PDF
Funding:

59A0630
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:1125cac5f2555846110d3415e2969a0535bfb3f00c3976fb5bd481ccd5ed7ebe
Download URL:

https://rosap.ntl.bts.gov/view/dot/27632/dot_27632_DS1.pdf
File Type:

No Additional Files

More +

Structural response of near surface mounted CFRP strengthened reinforced concrete bridge deck overhang.

Details:

Supporting Files

You May Also Like