Publication: Effects of end anchors to enhance bond strength of externally bonded steel plate strengthened RC prisms
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Date
2013
Authors
Tang Weng Keat
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Abstract
Failure of steel plate strengthening systems when applied to concrete structures is usually typified by premature debonding of the steel plate from the concrete substrate. To prevent this type of failure, current standards and design guidelines impose strict limitations on the maximum strain level of the composite material which may be utilised in design