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| Title: | Behavior of FRP reinforced panels subjected to early-age environmental conditioning |
| Author (s): | Koenigsfeld, Daniel Myers, John |
| Department/Lab Affiliations: | Center for Infrastructure Engineering Studies Civil, Architectural & Environmental Engineering University Transportation Center |
| Keywords: | bridge decks corrosion rebar |
| Subject Terms: | Concrete. |
| Issue Date: | 2006 |
| Publisher: | American Society of Civil Engineers |
| Citation: | Myers, John J. and Koenigsfeld, Daniel. "Behavior of FRP Reinforced Panels Subjected to Early-Age Environmental Conditioning.", Proceedings of the 2006 Structures Congress, May 18–21, 2006, St. Louis, Missouri, USA. |
| Abstract: | Controlling the width and pattern of concrete cracks are important for two primary reasons: durability and aesthetic appearance. Due to rebar corrosion accelerating the deterioration of concrete bridge decks, emphasis has been placed on conserving the service life of structures through adequate crack control. Volume changes due to shrinkage and temperature alone can produce tensile stresses large enough to produce cracks if subjected to sufficient restraint. Reinforcement can not prevent cracks, yet with proper design crack widths are smaller and less likely to contribute to durability problems. Limitations and problems associated with epoxy-coated rebar have led to efforts of trying nonmetallic rebar, such as glass fiber-reinforced polymers (GFRP). This paper examines the cracking behavior of panels subjected to early-age conditioning. |
| Type: | Article - Conference proceedings text |
| In Title: | Proceedings of the 2006 Structures Congress |
| Copyright Notice: | Pre-print: archiving status unclear; Post-print: author can archive with restrictions;Restriction: 90 days after publication; Conditions: Publisher's version/PDF cannot be used;Internet site or institutional repository;Must link to publisher version at ASCE Civil Engineering Database(http://cedb.asce.org);Publisher copyright and source must be acknowledged; This material is presented to ensure timely dissemination of scholarly and technical work. Copyright and all rights therein are retained by authors or by other copyright holders. All persons copying this information are expected to adhere to the terms and constraints invoked by each author's copyright. In most cases, these works may not be reposted without the explicit permission of the copyright holder. FULL COPYRIGHT INFORMATION: |
| Publisher URL: | |
| Link to this page: |
| title | Behavior of FRP reinforced panels subjected to early-age environmental conditioning |
| contributor.author | Koenigsfeld, Daniel |
| contributor.author | Myers, John |
| contributor.deptlab | Center for Infrastructure Engineering Studies |
| contributor.deptlab | Civil, Architectural & Environmental Engineering |
| contributor.deptlab | University Transportation Center |
| subject | bridge decks |
| subject | corrosion |
| subject | rebar |
| subject.LCSH | Concrete. |
| date.issued | 2006 |
| publisher | American Society of Civil Engineers |
| identifier.citation | Myers, John J. and Koenigsfeld, Daniel. "Behavior of FRP Reinforced Panels Subjected to Early-Age Environmental Conditioning.", Proceedings of the 2006 Structures Congress, May 18–21, 2006, St. Louis, Missouri, USA. |
| identifier.pub.URI | |
| description.abstract | Controlling the width and pattern of concrete cracks are important for two primary reasons: durability and aesthetic appearance. Due to rebar corrosion accelerating the deterioration of concrete bridge decks, emphasis has been placed on conserving the service life of structures through adequate crack control. Volume changes due to shrinkage and temperature alone can produce tensile stresses large enough to produce cracks if subjected to sufficient restraint. Reinforcement can not prevent cracks, yet with proper design crack widths are smaller and less likely to contribute to durability problems. Limitations and problems associated with epoxy-coated rebar have led to efforts of trying nonmetallic rebar, such as glass fiber-reinforced polymers (GFRP). This paper examines the cracking behavior of panels subjected to early-age conditioning. |
| type | Article - Conference proceedings |
| type.DCMIType | text |
| rights | Pre-print: archiving status unclear; Post-print: author can archive with restrictions;Restriction: 90 days after publication; Conditions: Publisher's version/PDF cannot be used;Internet site or institutional repository;Must link to publisher version at ASCE Civil Engineering Database(http://cedb.asce.org);Publisher copyright and source must be acknowledged; |
| rights | This material is presented to ensure timely dissemination of scholarly and technical work. Copyright and all rights therein are retained by authors or by other copyright holders. All persons copying this information are expected to adhere to the terms and constraints invoked by each author's copyright. In most cases, these works may not be reposted without the explicit permission of the copyright holder. |
| rights.URI | |
| relation.isPartOf | Proceedings of the 2006 Structures Congress |
| date.available | 2008-06-30T19:45:26Z |
| identifier.persist.URI |