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Filtering by: Subject Prestressed concrete -- Testing Remove constraint Subject: Prestressed concrete -- Testing Committee Member Miller, Thomas H. Remove constraint Committee Member: Miller, Thomas H.

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List Gallery Masonry

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Testing and evaluation of flexural reinforcing bars terminating in columns

Creator:

Koester, Carl C.

Abstract:

Capacity of transverse 1950's vintage reinforced concrete deck girder bridge bent caps with large straight bar anchorages were investigated and evaluated. Eleven subassemblage column specimens were examined with different anchorage lengths, bar groupings, amount of transverse steel, and externally applied axial force. Test results showed an increase in anchorage capacity...

Resource Type:

Masters Thesis

Full Text:

of Master of Science in Civil Engineering presented on March 23, 2007. Title: Testing and
Freeze-thaw durability of reinforced concrete deck girders strengthened for shear with surface-bonded carbon fiber-reinforced polymer

Creator:

Mitchell, Mikal Maxwell

Abstract:

Long-term durability of surface-bonded carbon fiber-reinforced polymer (CFRP) U-wraps for shear strengthening of reinforced concrete (RC) bridge members remains uncertain due to the limited field experience with these materials. This paper provides experimental results from the testing of full-scale RC bridge girder specimens after exposure to prolonged freeze-thaw cycling. CFRP...

Resource Type:

Masters Thesis

Full Text:

presented on July 8, 2008. Title: Freeze-Thaw Durability of Reinforced Concrete Deck Girders
Scale effects on reinforced concrete beams strengthened for shear with discrete externally bonded carbon fiber-reinforced polymer U-wraps

Creator:

Dawson, Matthew Ryan

Abstract:

Current ACI design provisions for shear in reinforced concrete (RC) beams strengthened with externally bonded carbon fiber-reinforced polymer (CFRP) U-wraps may not adequately account for the effect of scale. This paper describes tests of 6 geometrically scaled beams to identify possible scale effects of such beams. Results indicated that effective...

Resource Type:

Masters Thesis

Full Text:

presented on May 9, 2008. Title: Scale Effects on Reinforced Concrete Beams Strengthened for Shear

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Academic Affiliation

Civil, Construction, and Environmental Engineering2
School of Civil and Construction Engineering1

Advisor

Higgins, Christopher C.3

Commencement Year

Commencement Year range begin – Commencement Year range end

Current results range from 2007 to 2009

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Committee Member

Miller, Thomas H.[remove]3
Scott, Michael H.2
Gambatese, John1
Lancaster, Stephen1
Solmon, Donald C.1
more Committee Members »

Creator

Dawson, Matthew Ryan1
Koester, Carl C.1
Mitchell, Mikal Maxwell1

Date

Date range begin – Date range end

Current results range from 2007 to 2008

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Decade

2000-20093

Degree Field

Civil Engineering3

Degree Level

Master's3

Degree Name

Master of Science (M.S.)3

File Format

application/pdf1

Language

English [eng]3

License

All rights reserved3

Non-Academic Affiliation

Oregon State University. Graduate School3

Peer Reviewed

No2

Resource Type

Masters Thesis3

Rights Statement

In Copyright3

Subject

Concrete beams -- Testing2
Anchorage (Structural engineering)1
Bridges, Concrete -- Design and construction1
Bridges, Concrete -- Effect of temperature on1
Bridges, Concrete -- Materials -- Testing1
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