Index Catalog // ScholarsArchive@OSU

Risk and reliability associated with use and reuse of vertical formwork

Creator:: Das, Amrutha
Abstract:: Concrete formwork is a common type of temporary structure used on construction projects. Due to difficulties in considering actual construction site implications during formwork design, assessments of formwork integrity are often made in the field by site personnel based on subjective visual inspection. The use and re-use of concrete formwork...
Resource Type:: Masters Thesis
Full Text:: Specification for Wood Construction (AWC, 2005) be referred. 2.3. FORMWORK USE AND REUSE Concrete formwork

"Lite Rock" in structural concrete

Creator:: Ritchie, Dwight Dameron
Resource Type:: Masters Thesis
Full Text:: "Lite Rock" in Structural Concrete •LITE ROCK" IN

The Effects of Construction Practices on Concrete Construction Joint Performance

Creator:: Panduranga Setty, Shreyas
Abstract:: Concrete is the most widely used construction material in the world. When constructing large concrete structures, concrete may have to be placed in multiple lifts. In these cases, fresh concrete is placed on hardened concrete. The interface that is formed between these two lifts of concrete is known as a...
Resource Type:: Masters Thesis
Full Text:: presented on May 27, 2016. Title: The Effects of Construction Practices on Concrete Construction Joint

Strengthening reinforced concrete beams using FRP composite fabrics : full-scale experimental studies and design concept verification

Creator:: McCurry, David D.
Abstract:: The Horsetail Creek Bridge (HCB), constructed in 1914, is located along the Historic Columbia River Highway in Oregon. The original cross beams from the HCB were substantially deficient in shear strength, particularly for the projected increase in traffic loads. One control beam and three beams with varying configurations of a...
Resource Type:: Masters Thesis

A torsional investigation of a concrete I grider

Creator:: Martin, Roy Charles
Abstract:: This paper investigates a particular bridge construction technique which could result in a significant torsional moment. The structural member under consideration is a prestressed concrete girder for which no torsional consideration is made. Torsional shear stresses can be adequately approximated for an I-shaped girder. Laboratory model tests were performed to...
Resource Type:: Masters Thesis
Full Text:: A torsional investigation of a concrete I girder AN

Statistical quality control applied to asphalt concrete

Creator:: Coghlan, Gerald Thomas
Abstract:: The purpose of this study was to investigate an application of statistical concepts to quality control of highway construction. The application was presented qualitatively and demonstrated quantitatively by an investigation of asphalt content in asphalt concrete. For the example, an Oregon State Highway Project was sampled and tested. The average...
Resource Type:: Masters Thesis
Full Text:: Construction (5). Figure 1 shows the basic plan outlined for asphalt concrete construction. Samples are taken

Production of charcoal in a masonry block kiln - Structure and operation

Creator:: Forest Products Laboratory (U.S.)
Resource Type:: Technical Report
Full Text:: construction reference should be consulted; one such reference is A.I.A. File No. C, "Facts about Concrete

Seismic performance of reinforced concrete bridge columns constructed with grade 80 reinforcement

Creator:: Link, Tim B.
Abstract:: The research presented in this thesis assessed the use of high strength steel (HSS) reinforcement for use in reinforced concrete (RC) bridge columns. HSS is not currently allowed in reinforced concrete bridge columns due to a lack of information on the material characteristics and performance information when used in RC...
Resource Type:: Masters Thesis
Full Text:: Seismic Performance of Reinforced Concrete Bridge Columns

Experimental and analytical evaluation of conventionally reinforced deck-girder bridge bent caps with vintage details

Creator:: Senturk, Ahmet Ekin
Abstract:: Many conventionally reinforced concrete deck girder (RCDG) bridges were built in the US during the 1950s, throughout the expansion of the Interstate System. Designs followed the AASHO standard of the time, which permitted higher shear stress in concrete and reduced detailing requirements than permitted by current specifications. Many of these...
Resource Type:: Dissertation
Full Text:: Many conventionally reinforced concrete deck girder (RCDG) bridges were built in the US during the

Finite element modeling of reinforced concrete bridge columns with steel jackets using plastic hinge integration

Creator:: Carlton, Adam K.
Abstract:: In recent years confinement requirements for concrete columns have increased in seismic regions. Steel jackets are one way to confine reinforced concrete columns. The increased confinement provides additional strength and ductility for the columns during seismic events. For reinforced concrete columns with steel jackets, there are different section properties in...
Resource Type:: Masters Thesis

ScholarsArchive@OSU

Risk and reliability associated with use and reuse of vertical formwork

"Lite Rock" in structural concrete

The Effects of Construction Practices on Concrete Construction Joint Performance

Strengthening reinforced concrete beams using FRP composite fabrics : full-scale experimental studies and design concept verification

A torsional investigation of a concrete I grider

Statistical quality control applied to asphalt concrete

Production of charcoal in a masonry block kiln - Structure and operation

Seismic performance of reinforced concrete bridge columns constructed with grade 80 reinforcement

Experimental and analytical evaluation of conventionally reinforced deck-girder bridge bent caps with vintage details

Finite element modeling of reinforced concrete bridge columns with steel jackets using plastic hinge integration

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