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Behavior of Concrete Bridge Decks and Slabs Reinforced with Epoxy-Coated Steel
The objective of the study was to evaluate the performance of epoxy-coated reinforcement in concrete bridge decks and slabs. This evaluation included an extensive laboratory program and a field survey of a repsentative sample of bridge decks and slabs in Indiana. The Laboratory Phase consisted of testing 34 slab specimens under repeated loading. The performance evaluation was conducted by comparing the performance of specimens reinforced with epoxy-coated bars with that of companion identical specimens reinforced with uncoated bars. The comparative study included quantitative and qualitative aspects of bond strength, crack patterns, crack widths, and deflections. The Field Phase dealt with the condition assessment of a representative sample of bridges in Indiana reinforced with epoxy-coated bars. The bridge sample was selected as representative in terms of degree of traffic, exposure to deicing salts and environmental conditions. The selected sample included the first bridge in Indiana with epoxy-coated reinforcement in the deck (7-40-6527).
Behavior of Concrete Bridge Decks and Slabs Reinforced with Epoxy-Coated Steel
The objective of the study was to evaluate the performance of epoxy-coated reinforcement in concrete bridge decks and slabs. This evaluation included an extensive laboratory program and a field survey of a repsentative sample of bridge decks and slabs in Indiana. The Laboratory Phase consisted of testing 34 slab specimens under repeated loading. The performance evaluation was conducted by comparing the performance of specimens reinforced with epoxy-coated bars with that of companion identical specimens reinforced with uncoated bars. The comparative study included quantitative and qualitative aspects of bond strength, crack patterns, crack widths, and deflections. The Field Phase dealt with the condition assessment of a representative sample of bridges in Indiana reinforced with epoxy-coated bars. The bridge sample was selected as representative in terms of degree of traffic, exposure to deicing salts and environmental conditions. The selected sample included the first bridge in Indiana with epoxy-coated reinforcement in the deck (7-40-6527).
Behavior of Concrete Bridge Decks and Slabs Reinforced with Epoxy-Coated Steel
H. O. Hasan (Autor:in) / J. A. Ramirez (Autor:in)
1995
266 pages
Report
Keine Angabe
Englisch
British Library Conference Proceedings | 1998
|Field Evaluation of Concrete Bridge Decks Reinforced with Epoxy-Coated Steel in Indiana
British Library Conference Proceedings | 1995
|Field Evaluation of Concrete Bridge Decks Reinforced with Epoxy-Coated Steel in Indiana
British Library Online Contents | 1995
|Epoxy Coated Reinforcing Steel in Bridge Decks
NTIS | 1981
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