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Accelerated corrosion testing, evaluation and durability design of bonded post-tensioned concrete tendonsSalas Pereira, Rubén Mario, January 2003 (has links)
Thesis (Ph. D.)--University of Texas at Austin, 2003. / Vita. Includes bibliographical references. Available also from UMI Company.
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The development of high-performance post-tensioned rocking systems for the seismic design of structures : a thesis presented for the degree of Doctor of Philosophy in Civil Engineering at the University of Canterbury, Christchurch, New Zealand /Marriott, Dion. January 1900 (has links)
Thesis (Ph. D.)--University of Canterbury, 2009. / Typescript (photocopy). "February 2009." Includes bibliographical references. Also available via the World Wide Web.
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Design of post-tensioned flat platesMirza, Rais January 2010 (has links)
Digitized by Kansas Correctional Industries / Department: Civil Engineering.
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Behavior of stiffened compression flanges of trapezoidal box girder bridgesHerman, Reagan Sentelle. January 2001 (has links)
Thesis (Ph. D.)--University of Texas at Austin, 2001. / Vita. Includes bibliographical references. Available also from UMI/Dissertation Abstracts International.
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Development and implementation of a mechanistic-empirical design procedure for a post-tensioned prestressed concrete pavement (PCP)Medina Chávez, César Iván. January 2003 (has links)
Thesis (Ph. D.)--University of Texas at Austin, 2003. / Vita. Includes bibliographical references. Available also from UMI Company.
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Durability design of post-tensioned bridge substructures /West, Jeffrey Steven, January 1999 (has links)
Thesis (Ph. D.)--University of Texas at Austin, 1999. / Vita. Includes bibliographical references (leaves 554-574). Available also in a digital version from Dissertation Abstracts.
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Optimization of two-way post-tensioned concrete floor systems a thesis /Krauser, Gaelyn. Laursen, Peter January 1900 (has links)
Thesis (M.S.)--California Polytechnic State University, 2009. / Title from PDF title page; viewed on Nov. 12, 2009. "October 2009." "In partial fulfillment of the requirements for the degree [of] Master of Science in Architecture with a specialization in Architectural Engineering." "Presented to the faculty of California Polytechnic State University, San Luis Obispo." Major professor: Peter Laursen, Ph.D. Includes bibliographical references (p. 85-87).
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Accelerated corrosion testing, evaluation and durability design of bonded post-tensioned concrete tendonsSalas Pereira, Rubén Mario, 1968- 25 July 2011 (has links)
Not available / text
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Flexible Filler Corrosion Protection of Unbonded Post-Tension TendonsUnknown Date (has links)
Flexible fillers has recently been implemented as corrosion protection for post-tensioning
tendons used in bridge structures in Florida. There are two different explanations why
corrosion could take place: 1. water is able to reach the steel 2. Microbiologica l ly
Influenced Corrosion.
The aim of this research is to evaluate corrosion protection effectiveness of five differe nt
microcrystalline waxes under different environmental conditions. Specimens tested ranged
from 7-wire steel strands to single wires (12-16 cm). Another aim is the appraisal of wax
degradation by fungi species. Single wires coated with each of the investigated protection
materials, were sprayed with suspensions of three different fungi species and a mix of them.
For single wires, independent of the environmental condition the specimen with more
corrosion was Nontribos, as well as the filler coated wires contaminated with Fungi. Fungi
species investigated were able to utilize the waxes as carbon source and caused differe nt
extents of MIC. / Includes bibliography. / Thesis (M.S.)--Florida Atlantic University, 2017. / FAU Electronic Theses and Dissertations Collection
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Behavior of stiffened compression flanges of trapezoidal box girder bridgesHerman, Reagan Sentelle 15 March 2011 (has links)
Not available / text
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