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Lightweight self consolidating fiber reinforced concrete

Descriptive

TitleInfo
Title
Lightweight self consolidating fiber reinforced concrete
Name (type = personal)
NamePart (type = family)
Doukakis
NamePart (type = given)
Johanna Paulette
NamePart (type = date)
1987-
DisplayForm
Johanna Doukakis
Role
RoleTerm (authority = RULIB)
author
Name (type = personal)
NamePart (type = family)
Balaguru
NamePart (type = given)
Perumalsamy
DisplayForm
Perumalsamy Balaguru
Affiliation
Advisory Committee
Role
RoleTerm (authority = RULIB)
chair
Name (type = personal)
NamePart (type = family)
Najm
NamePart (type = given)
Husam
DisplayForm
Husam Najm
Affiliation
Advisory Committee
Role
RoleTerm (authority = RULIB)
internal member
Name (type = personal)
NamePart (type = family)
WANG
NamePart (type = given)
HAO
DisplayForm
HAO WANG
Affiliation
Advisory Committee
Role
RoleTerm (authority = RULIB)
internal member
Name (type = corporate)
NamePart
Rutgers University
Role
RoleTerm (authority = RULIB)
degree grantor
Name (type = corporate)
NamePart
Graduate School - New Brunswick
Role
RoleTerm (authority = RULIB)
school
TypeOfResource
Text
Genre (authority = marcgt)
theses
OriginInfo
DateCreated (qualifier = exact)
2013
DateOther (qualifier = exact); (type = degree)
2013-10
Place
PlaceTerm (type = code)
xx
Language
LanguageTerm (authority = ISO639-2b); (type = code)
eng
Abstract (type = abstract)
The object of this research was to determine the effects steel and polypropylene fibers have on the fresh and mechanical properties of a lightweight self consolidating concrete (LWSCC). Secondary objectives were to determine which of the two chosen fibers yield superior results, and to determine approximate optimal fiber content by volume. A LWSCC mix was developed for the control mix using a design procedure based on the volumetric method. Two fibers, steel and polypropylene, were chosen for this research. Each fiber type had two different densities by volume creating a total of five mixes including the control. All mixes were tested for workability, passing ability, density, compressive strength, elastic modulus, splitting tension, and flexural strength. All tests were performed in accordance with the appropriate ASTM specification. Overall, fiber specimens performed better than the control in splitting tension, compression, and flexural strength testing since they could hold a residual load. Effect on modulus of elasticity and workability was minimal. Fibers did increase the density of the samples; however the equilibrium density of all mixes fell into acceptable ranges. Passing ability was greatly affected by the addition of fibers; however simple adjustments in mix proportion could easily resolve this issue. The steel samples outperformed the polypropylene samples. More specifically the Steel30 samples produced the best results.
Subject (authority = RUETD)
Topic
Civil and Environmental Engineering
RelatedItem (type = host)
TitleInfo
Title
Rutgers University Electronic Theses and Dissertations
Identifier (type = RULIB)
ETD
Identifier
ETD_5065
PhysicalDescription
Form (authority = gmd)
electronic resource
InternetMediaType
application/pdf
InternetMediaType
text/xml
Extent
viii, 53 p. : ill.
Note (type = degree)
M.S.
Note (type = bibliography)
Includes bibliographical references
Note (type = statement of responsibility)
by Johanna Paulette Doukakis
Subject (authority = ETD-LCSH)
Topic
Lightweight concrete--Mechanical properties
RelatedItem (type = host)
TitleInfo
Title
Graduate School - New Brunswick Electronic Theses and Dissertations
Identifier (type = local)
rucore19991600001
Location
PhysicalLocation (authority = marcorg); (displayLabel = Rutgers, The State University of New Jersey)
NjNbRU
Identifier (type = doi)
doi:10.7282/T3SQ8XFH
Genre (authority = ExL-Esploro)
ETD graduate
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Rights

RightsDeclaration (ID = rulibRdec0006)
The author owns the copyright to this work.
RightsHolder (type = personal)
Name
FamilyName
Doukakis
GivenName
Johanna
Role
Copyright Holder
RightsEvent
Type
Permission or license
DateTime (encoding = w3cdtf); (qualifier = exact); (point = start)
2013-09-27 00:49:29
AssociatedEntity
Name
Johanna Doukakis
Role
Copyright holder
Affiliation
Rutgers University. Graduate School - New Brunswick
AssociatedObject
Type
License
Name
Author Agreement License
Detail
I hereby grant to the Rutgers University Libraries and to my school the non-exclusive right to archive, reproduce and distribute my thesis or dissertation, in whole or in part, and/or my abstract, in whole or in part, in and from an electronic format, subject to the release date subsequently stipulated in this submittal form and approved by my school. I represent and stipulate that the thesis or dissertation and its abstract are my original work, that they do not infringe or violate any rights of others, and that I make these grants as the sole owner of the rights to my thesis or dissertation and its abstract. I represent that I have obtained written permissions, when necessary, from the owner(s) of each third party copyrighted matter to be included in my thesis or dissertation and will supply copies of such upon request by my school. I acknowledge that RU ETD and my school will not distribute my thesis or dissertation or its abstract if, in their reasonable judgment, they believe all such rights have not been secured. I acknowledge that I retain ownership rights to the copyright of my work. I also retain the right to use all or part of this thesis or dissertation in future works, such as articles or books.
RightsEvent
DateTime (encoding = w3cdtf); (qualifier = exact); (point = start)
2013-10-31
DateTime (encoding = w3cdtf); (qualifier = exact); (point = end)
2014-05-02
Type
Embargo
Detail
Access to this PDF has been restricted at the author's request. It will be publicly available after May 2nd, 2014.
Copyright
Status
Copyright protected
Availability
Status
Open
Reason
Permission or license
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Technical

RULTechMD (ID = TECHNICAL1)
ContentModel
ETD
OperatingSystem (VERSION = 5.1)
windows xp
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