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Filtering by: Has journal Journal of Dairy Science Remove constraint Has journal: Journal of Dairy Science Advisor Higgins, Christopher C. Remove constraint Advisor: Higgins, Christopher C. License All rights reserved Remove constraint License: All rights reserved Resource Type Masters Thesis Remove constraint Resource Type: Masters Thesis

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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:

THESIS OF Mikal Maxwell Mitchell for the degree of Master of Science in Civil Engineering
Environmental durability of reinforced concrete deck girders strengthened with surface-bonded carbon fiber-reinforced polymer

Creator:

Sopal, Gautam Jayant

Abstract:

Long-term durability of surface-bonded carbon fiber-reinforced polymer (CFRP) 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 environmental exposure and combined...

Resource Type:

Masters Thesis

Full Text:

THESIS OF Gautam Jayant Sopal for the degree of Master of Science in Civil Engineering presented on
Image rectification tool for evaluation of gusset plate connections in steel truss bridges

Creator:

Nguyen, Quang D.

Abstract:

A methodology was developed to permit rectification and metrification of digital images of steel truss gusset plate connections. The approach will enable rapid and accurate collection of field measurements as compared to traditional methods to enable structural evaluation of gusset plate connections. The program enables the operator to quickly create...

Resource Type:

Masters Thesis

Full Text:

THESIS OF Quang D. Nguyen for the degree of Master of Science in Civil Engineering presented on
Laboratory performance of highway bridge girder anchorages under hurricane induced wave loading

Creator:

Lehrman, Jora

Abstract:

Many bridges along the Gulf Coast of the United States were damaged by recent hurricanes, and many more are susceptible to similar damage. This research examines performance of common anchorage connection details for AASHTO Type III prestressed concrete girders used by some transportation agencies. Full-scale specimens were fabricated and tested...

Resource Type:

Masters Thesis

Full Text:

the degree of Master of Science in Civil Engineering presented on April 28, 2010. Title
Experimental and analytical investigation of ponding load effects on a steel joist roof system

Creator:

Stark, Duncan

Abstract:

Ponding of water on roof systems leading to collapse causes expensive damage and jeopardizes the life safety of building occupants. Current building codes and design specifications for flat roof systems offer minimal guidance in designing for ponding loads. The present research investigated ponding load effects on a long span, lightweight...

Resource Type:

Masters Thesis

Full Text:

THESIS OF Duncan Stark for the degree of Master of Science in Civil Engineering presented on April 28
Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders

Creator:

Goodall, Joshua K.

Abstract:

Large numbers of vintage reinforced concrete deck-girder bridges remain in the national bridge inventory. Many of these exhibit diagonal cracking and other distress. Due to the design practices of the time, it is common to observe cracks at locations where flexural reinforcing steel is terminated along the span. The presence...

Resource Type:

Masters Thesis

Full Text:

THE THESIS OF Joshua Goodall for the degree of Master of Science in Civil Engineering presented on
Application of Titanium Alloys Bars for Restoration of Historical Structures Considering Alternative Grout Materials

Creator:

Alshimaysawee, Aiyad K.

Abstract:

In the first quarter of the twentieth century, iron was commonly used to provide tensile resistance for preservation and restoration of historical buildings. A major factor contributing to increasing the deterioration and degradation of historic structures is corrosion of ferrous materials. One approach to avoid long-term degradation of iron and...

Resource Type:

Masters Thesis

Full Text:

ABSTRACT OF THE THESIS OF Aiyad Alshimaysawee for the degree of Master of Science in Civil
Flexural steel anchorage performance at diagonal crack locations

Creator:

Triska, Mary Ann

Abstract:

Large numbers of reinforced concrete deck girder bridges that were constructed during the interstate system expansion of the 1950s have developed diagonal cracking in the stems. Compared to the present AASHTO-LRFD standards, the provisions of the 1950s allowed for higher shear stress in the concrete, thus reducing the amount of...

Resource Type:

Masters Thesis

Full Text:

THE THESIS OF Mary Ann Triska for the degree of Master of Science in Civil Engineering presented
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

Full Text:

Grahme T Williams for the degree of Master of Science in Civil Engineering presented on September 2
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

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Academic Affiliation

Civil and Construction Engineering11
School of Civil and Construction Engineering8
Civil, Construction, and Environmental Engineering6

Advisor

Higgins, Christopher C.[remove]25
Mason, Henry Ben1
Stuedlein, Armin W.1

Commencement Year

Commencement Year range begin – Commencement Year range end

Current results range from 2005 to 2023

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Committee Member

Miller, Thomas H.7
Scott, Michael H.6
Isgor, Burkan4
Scott, Michael4
Barbosa, Andre3
more Committee Members »

Creator

Al Naabi, Rawan Y.1
Alshimaysawee, Aiyad K.1
Argo, Maximo1
Barker, Laura1
Dawson, Matthew Ryan1
more Creators »

Contributor

Higgins, Christopher C.1

Date

Date range begin – Date range end

Current results range from 2004 to 2023

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Decade

2020-20292
2010-201913
2000-200910

Degree Field

Civil Engineering25

Degree Level

Master's25

Degree Name

Master of Science (M.S.)25

File Format

application/pdf2

Language

English [eng]25

License

All rights reserved[remove]25

Non-Academic Affiliation

Oregon State University. Graduate School22

Peer Reviewed

No24

Resource Type

Masters Thesis[remove]25

Rights Statement

In Copyright25

Subject

Anchorage (Structural engineering)4
Concrete beams -- Testing4
Concrete beams -- Maintenance and repair3
Concrete bridges -- Maintenance and repair3
Flexure3
more Subjects »

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