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- W17458151 abstract "Lateral forces from internal post-tensioning tendons can severely damage the webs of curved box girders. Scale-model testing done at the University of Texas shows that the resistance to failure is highly dependent on the arrangement of post-tensioning ducts in the webs. The capacity of a web with bundled tendons is less than half that of a web with a tendon clear spacing of one duct diameter. All test specimens failed locally in shear at the ducts because of the lateral force and discontinuities present. By using a proposed procedure based on typical reinforced concrete shear design methods, failure should be prevented. Flexural failure of a post-tensioned web is unlikely to occur in most curved girders but should be checked nonetheless. Adequate design should be provided where required." @default.
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- W17458151 date "1997-11-01" @default.
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- W17458151 title "TENDON BREAKOUT FAILURES IN BRIDGES" @default.
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