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Durability of green concrete as a structural material /Abbas, Abdelgadir Ahmed, January 1900 (has links)
Thesis (Ph.D.) - Carleton University, 2007. / Includes bibliographical references (p. 317-325). Also available in electronic format on the Internet.
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Moment-curvature relationships in reinforced concrete /Prasad, M. N. Nagendra, January 1993 (has links)
Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1993. / Vita. Abstract. Includes bibliographical references (leaf 42). Also available via the Internet.
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Nondestructive detection of post-tensioning tendons and simulated voids in concrete specimens using thermal imagingMusgrove, Ryan Ross, January 2006 (has links) (PDF)
Thesis (M.S. in civil engineering)--Washington State University, May 2006. / Includes bibliographical references (p. 147-151).
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Effect of the spatial variability of ground motions on the seismic response of reinforced concrete highway bridges /Lou, Lei. Zerva, Aspasia. January 2006 (has links)
Thesis (Ph. D.)--Drexel University, 2006. / Includes abstract and vita. Includes bibliographical references (leaves 165-174).
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Finite element modeling of reinforced concrete bridge columns with steel jackets using plastic hinge integration /Carlton, Adam K. January 1900 (has links)
Thesis (M.S.)--Oregon State University, 2008. / Printout. Includes bibliographical references. Also available on the World Wide Web.
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Effect of constituent materials and curing methods on the abrasion resistance and durability of high performance concrete for pre-cast pre-stressed bridge deck slabs /Keshari, Shweta. January 1900 (has links)
Thesis (M.S.)--Oregon State University, 2010. / Printout. Includes bibliographical references (leaves 120-125). Also available on the World Wide Web.
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A simplified finite element model for time-dependent deflections of flat slabsCloete, Renier. January 2005 (has links)
Thesis (M.Eng.(Structural Engineering))--University of Pretoria, 2004. / Summary in Afrikaans. Includes bibliographical references.
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Flexural strengthening of reinforced concrete beams by bolted side platesSiu, Wing-ho. January 2009 (has links)
Thesis (Ph. D.)--University of Hong Kong, 2009. / Includes bibliographical references (p. 237-242). Also available in print.
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The failure analysis of FRP strengthened concrete beam /Yang, Yong. January 2003 (has links)
Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2003. / Includes bibliographical references (leaves 106-109). Also available in electronic version. Access restricted to campus users.
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Solid-gel interactions in geopolymersLee, William K. January 2002 (has links) (PDF)
This is partly because the requirements for such an ultimate material change with people’s perception about its properties as well as its environmental impact. Thus, the once-believed ultimate Portland cement binder is now becoming unacceptable for a number of reasons including poor durability as well as severe environmental impact during production. Thus, an improved mineral binder is required by modern society to serve the same purposes as the existing Portland cement binder, as well as to reduce the current environmental impact caused by Portland cement production. / Geopolymerisation is such a ‘green’ technology capable of turning both natural ‘virginal’ aluminosilicates and industrial aluminosilicate wastes, such as fly ash and blast furnace slag, into mechanically strong and chemically durable construction materials. However, the source materials for geopolymer synthesis are less reactive than Portland cement clinkers and the chemical compositions of these source materials can vary significantly. Consequently, product quality control is a major engineering challenge for the commercialisation of geopolymers. / This thesis is therefore devoted to the mechanistic understanding of the interfacial chemical interactions between a number of natural and industrial aluminosilicates and the various activating solutions, which govern the reactivity of the aluminosilicate source materials. The effects of activating solution alkalinity, soluble silicate dosage and anionic contamination on the reactivity of the aluminosilicate source materials to produce geopolymeric binders, as well as their bonding properties to natural siliceous aggregates for concrete making, are examined. In particular, a new set of novel ‘realistic’ reaction models has been developed for such purposes. These reaction models have been further utilised to develop a novel analytical procedure, which is capable of studying geopolymerisation on ‘real’ geopolymers in situ and in real time. This novel procedure is invaluable for the total understanding of geopolymerisation, which is in turn vital for effective geopolymer mix designs.
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