Effects of end anchors to enhance bond strength of externally bonded steel plate strengthened RC prisms
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 o...
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| Format: | text::Thesis |
| Language: | English |
| Published: |
2023
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| Summary: | 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 |
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