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- W655126512 abstract "The objective of the research program was to assess the influence of epoxy coating on the bond characteristics of reinforcing bars and to develop or revise the existing recommendations for the design of splices and anchorage of straight and hooked epoxy-coated reinforcement. Three different series of tests were conducted. Pullout specimens were tested to determine differences in stress transfer between normal mill scale uncoated and epoxy-coated bars using different bar sizes, coating thicknesses, bar deformation patterns, rib face angles, concrete strengths, and different levels of restraint to splitting. Twelve beams with splices in a constant moment region were tested in negative bending. All bars were cast in a top bar position with more than 12 in. of concrete below the bars. Variables included bar size, bar spacing, and amount of transverse reinforcement crossing the splitting plane in the splice region. Twenty-four specimens simulating typical beam-column joints in a structure were tested to compare the anchorage capacities of uncoated and epoxy-coated hooked bars. Variables included bar size, concrete strength, concrete cover, hook geometry, and the amount of transverse reinforcement through the beam-column joint. Using the results of this study and results of other tests on coated bars reported in the literature, a comprehensive review of the effect of epoxy coating on structural aspects of coated bars was performed. From the review, design procedures were recommended for coated straight and hooked bars." @default.
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- W655126512 date "1990-12-01" @default.
- W655126512 modified "2023-09-24" @default.
- W655126512 title "EFFECT OF EPOXY COATING ON BOND AND ANCHORAGE OF REINFORCEMENT IN CONCRETE STRUCTURES. FINAL REPORT" @default.
- W655126512 hasPublicationYear "1990" @default.
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