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Effects of aging on bond between FRP and concreteBarger, John D. January 2000 (has links)
Thesis (M.S.)--West Virginia University, 2000. / Title from document title page. Document formatted into pages; contains xi, 102 p. : ill. (some col.). Vita. Includes abstract. Includes bibliographical references (p. 86-87).
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Development and Structural Testing of FRP Reinforced OSB Panels for Disaster Resistant ConstructionCassidy, Eric Dana January 2002 (has links) (PDF)
No description available.
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Characterization of the Void Content of Fiber Reinforced Polymer (FRP) Composite Materials Fabricated by the Composites Pressure Resin Infusion System (COMPRIS)Herzog, Benjamin J. January 2004 (has links) (PDF)
No description available.
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Strength and toughness of HDPE fiber reinforced aggregate concrete as a sustainable construction materialUnknown Date (has links)
An experimental study was conducted on the strength and toughness characteristics of concrete made from recycled aggregate, cement and fly ash reinforced with reclaimed high density polyethylene plastic (HDPE) fibers. The objectives of the investigation were: (1) to evaluate the performance of a sustainable concrete containing up to 90% recycled materials; (2) to determine the variation of strength and toughness with a Fiber Factor incorporating length, width and amount of HDPE fibers; (3) to identify the best performing mix design based on tensile strength and toughness and (4) to provide some guidelines for the use of this sustainable composite in Civil Engineering construction. The results showed that the HDPE fiber reinforcements did not improve the compressive strength of the mixture. However, HDPE fibers improved the ductility and toughness which may be beneficial for structural and pavement applications. / by Roody Numa. / Thesis (M.S.C.S.)--Florida Atlantic University, 2011. / Includes bibliography. / Electronic reproduction. Boca Raton, Fla., 2011. Mode of access: World Wide Web.
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FRP bond behaviour during intermediate concrete cover separation in flexurally strengthened RC beamsTaher Khorramabadi, Seyed Mehdi January 2010 (has links)
No description available.
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Accelerated ageing tests and long-term prediction models for durability of FRP bars in concreteChen, Yi, January 1900 (has links)
Thesis (Ph. D.)--West Virginia University, 2007. / Title from document title page. Document formatted into pages; contains xiii, 201 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 191-201).
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Early age stresses and creep-shrinkage interaction of restrained concreteAltoubat, Salah Ahmed. January 2000 (has links) (PDF)
Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2000. / Includes bibliographical references (leaves 210-220).
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Testing, assessment and FRP strengthening of concrete T-beam bridges in PennsylvaniaSasher, William C. January 2008 (has links)
Thesis (M.S.)--West Virginia University, 2008. / Title from document title page. Document formatted into pages; contains viii, 177 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 130-136).
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Durability of wet-bond between hybrid FRP laminate and cast-in-place concreteLi, Li, January 1900 (has links)
Thesis (M.Eng.). / Written for the Dept. of Civil Engineering and Applied Mechanics. Title from title page of PDF (viewed 2008/05/13). Includes bibliographical references.
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Design and short-term performance of continuously reinforced concrete pavements using glass fiber reinforced polymer rebarsChoi, Jeong-Hoon. January 2008 (has links)
Thesis (Ph. D.)--West Virginia University, 2008. / Title from document title page. Document formatted into pages; contains xvii, 314 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 264-270).
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