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STRENGTH AND DURABILITY OF FIBER AND POLYMER-MODIFIED CONCRETE FOR MARINE STRUCTURAL APPLICATIONS
- Date Issued:
- 1985
- Summary:
- This thesis presents the experimental and analytical investigation of the fiber (steel, glass and Kevlar), and latex-modified concrete structural members exposed to varying periods of marine environment. The findings indicate superior behavior of fibers in flexure (toughness) and impact. Fibers affect the compressive strength only marginally. Kevlar fibers are more stable in the marine environment compared to steel and glass. The addition of latex significantly improves the durability characteristics. Endochronic constitutive modeling enables realistic prediction of beam flexural behavior. The smallness of the size and number of specimens tested indicates the need for further experimentation with an increased number of members of larger dimensions.
Title: | STRENGTH AND DURABILITY OF FIBER AND POLYMER-MODIFIED CONCRETE FOR MARINE STRUCTURAL APPLICATIONS. |
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Name(s): |
NOMIKOS, GEORGE GERASSIMOS. Florida Atlantic University, Degree grantor Reddy, Dronnadula V., Thesis advisor College of Engineering and Computer Science Department of Ocean and Mechanical Engineering |
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Type of Resource: | text | |
Genre: | Electronic Thesis Or Dissertation | |
Issuance: | monographic | |
Date Issued: | 1985 | |
Publisher: | Florida Atlantic University | |
Place of Publication: | Boca Raton, Fla. | |
Physical Form: | application/pdf | |
Extent: | 178 p. | |
Language(s): | English | |
Summary: | This thesis presents the experimental and analytical investigation of the fiber (steel, glass and Kevlar), and latex-modified concrete structural members exposed to varying periods of marine environment. The findings indicate superior behavior of fibers in flexure (toughness) and impact. Fibers affect the compressive strength only marginally. Kevlar fibers are more stable in the marine environment compared to steel and glass. The addition of latex significantly improves the durability characteristics. Endochronic constitutive modeling enables realistic prediction of beam flexural behavior. The smallness of the size and number of specimens tested indicates the need for further experimentation with an increased number of members of larger dimensions. | |
Identifier: | 14258 (digitool), FADT14258 (IID), fau:11068 (fedora) | |
Collection: | FAU Electronic Theses and Dissertations Collection | |
Note(s): |
College of Engineering and Computer Science Thesis (M.S.E.)--Florida Atlantic University, 1985. |
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Subject(s): |
Reinforced concrete, Fiber--Environmental testing Polymer-impregnated concrete--Environmental testing |
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Held by: | Florida Atlantic University Libraries | |
Persistent Link to This Record: | http://purl.flvc.org/fcla/dt/14258 | |
Sublocation: | Digital Library | |
Use and Reproduction: | Copyright © is held by the author, with permission granted to Florida Atlantic University to digitize, archive and distribute this item for non-profit research and educational purposes. Any reuse of this item in excess of fair use or other copyright exemptions requires permission of the copyright holder. | |
Use and Reproduction: | http://rightsstatements.org/vocab/InC/1.0/ | |
Host Institution: | FAU | |
Is Part of Series: | Florida Atlantic University Digital Library Collections. |