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...
Saved in:
| Main Author: | |
|---|---|
| Format: | text::Thesis |
| Language: | English |
| Published: |
2023
|
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| id |
my.uniten.dspace-21162 |
|---|---|
| record_format |
dspace |
| spelling |
my.uniten.dspace-211622023-05-05T07:46:23Z Effects of end anchors to enhance bond strength of externally bonded steel plate strengthened RC prisms Tang Weng Keat 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 2023-05-03T16:06:59Z 2023-05-03T16:06:59Z 2013 Resource Types::text::Thesis https://irepository.uniten.edu.my/handle/123456789/21162 en application/pdf |
| institution |
Universiti Tenaga Nasional |
| building |
UNITEN Library |
| collection |
Institutional Repository |
| continent |
Asia |
| country |
Malaysia |
| content_provider |
Universiti Tenaga Nasional |
| content_source |
UNITEN Institutional Repository |
| url_provider |
http://dspace.uniten.edu.my/ |
| language |
English |
| description |
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 |
| format |
Resource Types::text::Thesis |
| author |
Tang Weng Keat |
| spellingShingle |
Tang Weng Keat Effects of end anchors to enhance bond strength of externally bonded steel plate strengthened RC prisms |
| author_facet |
Tang Weng Keat |
| author_sort |
Tang Weng Keat |
| title |
Effects of end anchors to enhance bond strength of externally bonded steel plate strengthened RC prisms |
| title_short |
Effects of end anchors to enhance bond strength of externally bonded steel plate strengthened RC prisms |
| title_full |
Effects of end anchors to enhance bond strength of externally bonded steel plate strengthened RC prisms |
| title_fullStr |
Effects of end anchors to enhance bond strength of externally bonded steel plate strengthened RC prisms |
| title_full_unstemmed |
Effects of end anchors to enhance bond strength of externally bonded steel plate strengthened RC prisms |
| title_sort |
effects of end anchors to enhance bond strength of externally bonded steel plate strengthened rc prisms |
| publishDate |
2023 |
| _version_ |
1806427805365305344 |
| score |
13.214268 |