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Filtering by: Decade 2000-2009 Remove constraint Decade: 2000-2009 Degree Field Civil Engineering Remove constraint Degree Field: Civil Engineering Rights Statement In Copyright Remove constraint Rights Statement: In Copyright Subject Bridges, Concrete -- Maintenance and repair Remove constraint Subject: Bridges, Concrete -- Maintenance and repair

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Investigation of the fatigue behavior of diagonally-cracked CRC deck-girders repaired with CFRP

Creator:

Williams, Grahme T.

Abstract:

Fiber reinforced polymers (FRP) are becoming more widely used for repair and strengthening of conventionally reinforced concrete (CRC) bridge members. Once installed, the repair may be exposed to millions of load cycles during service life. The anticipated life of FRP repairs for shear strengthening of bridge members under repeated service...

Resource Type:

Masters Thesis
High-cycle fatigue response of diagonally-cracked conventionally reinforced concrete bridge girders

Creator:

Lee, Ae-young S.

Abstract:

The behavior of stirrups engaged by diagonal cracks and under service loads is largely unknown. Full-size laboratory specimens were loaded to induce diagonal cracks and subjected to high-cycle fatigue loading to represent a service life of 50 years. Tests indicated little change in the average stirrup stress range and mean...

Resource Type:

Masters Thesis
Shear repair methods for conventionally reinforced concrete girders and deep beams

Creator:

Howell, Daniel A.

Abstract:

Many conventionally reinforced concrete deck girder bridges (RCDG) and their intermediate supporting bent caps were designed during the Eisenhower interstate era of the 1950’s with the AASHO design equations at the time, which subsequently place higher demand on the concrete. The referenced components may exhibit diagonal cracking due to the...

Resource Type:

Dissertation
Investigation of the behavior of diagonally cracked full-scale CRC deck-girders injected with epoxy resin and subjected to axial tension

Creator:

Smith, Matthew T. (Matthew Todd)

Abstract:

Article 1: Behavior of Epoxy Injected Diagonally Cracked Full-Scale CRC Deck-Girders. Many cast-in place reinforced concrete deck-girder bridges (RCDG) remain in the national inventory and exhibit diagonal cracking. Epoxy injection has been in use for several decades as a method for sealing diagonal cracks, but the effects on girder behavior...

Resource Type:

Masters Thesis

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Academic Affiliation

Civil, Construction, and Environmental Engineering3
School of Civil and Construction Engineering1

Advisor

Higgins, Christopher C.4

Commencement Year

Commencement Year range begin – Commencement Year range end

Current results range from 2006 to 2009

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Committee Member

Gupta, Rakesh1
Kennedy, Timothy1
McLain, Tom1
Miller, Thomas H.1
Parmigiani, John P.1
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Creator

Howell, Daniel A.1
Lee, Ae Young S.1
Smith, Matthew T. (Matthew Todd)1
Williams, Grahme T.1

Date

Date range begin – Date range end

Current results range from 2005 to 2009

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Decade

2000-2009[remove]4

Degree Field

Civil Engineering[remove]4

Degree Level

Master's3
Doctoral1

Degree Name

Master of Science (M.S.)3
Doctor of Philosophy (Ph.D.)1

File Format

application/pdf1

Language

English [eng]4

License

All rights reserved4

Non-Academic Affiliation

Oregon State University. Graduate School4

Peer Reviewed

No4

Resource Type

Masters Thesis3
Dissertation1

Rights Statement

In Copyright[remove]4

Subject

Bridges, Concrete -- Maintenance and repair[remove]4
Concrete beams -- Maintenance and repair2
Axial loads1
Bridges, Concrete -- Cracking1
Concrete beams1
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