Performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / Nurharniza Abdul Rahman
The most critical stress concentration build-up in a tunnel-form construction is in the wall-slab connection at the first floor level. A total of twelve (12) wall-slab samples were cast, six (6) as anchorage connection and another six (6) as cross-bracing. All samples were tested under cyclic load u...
| Main Author: | |
|---|---|
| Format: | Book Section |
| Language: | English |
| Published: |
Institute of Graduate Studies, UiTM
2012
|
| Subjects: | |
| Online Access: | https://ir.uitm.edu.my/id/eprint/19148/ |
| _version_ | 1848804696184061952 |
|---|---|
| author | Abdul Rahman, Nurharniza |
| author_facet | Abdul Rahman, Nurharniza |
| author_sort | Abdul Rahman, Nurharniza |
| building | UiTM Institutional Repository |
| collection | Online Access |
| description | The most critical stress concentration build-up in a tunnel-form construction is in the wall-slab connection at the first floor level. A total of twelve (12) wall-slab samples were cast, six (6) as anchorage connection and another six (6) as cross-bracing. All samples were tested under cyclic load using displacement control; six (6) samples under lateral and the remaining six (6) under vertical. Hooked end steel fibres (SteFib) were added in the concrete mix and placed at various locations in the wallslab samples. |
| first_indexed | 2025-11-14T21:59:14Z |
| format | Book Section |
| id | uitm-19148 |
| institution | Universiti Teknologi MARA |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-14T21:59:14Z |
| publishDate | 2012 |
| publisher | Institute of Graduate Studies, UiTM |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | uitm-191482018-06-11T06:25:11Z https://ir.uitm.edu.my/id/eprint/19148/ Performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / Nurharniza Abdul Rahman Abdul Rahman, Nurharniza Malaysia The most critical stress concentration build-up in a tunnel-form construction is in the wall-slab connection at the first floor level. A total of twelve (12) wall-slab samples were cast, six (6) as anchorage connection and another six (6) as cross-bracing. All samples were tested under cyclic load using displacement control; six (6) samples under lateral and the remaining six (6) under vertical. Hooked end steel fibres (SteFib) were added in the concrete mix and placed at various locations in the wallslab samples. Institute of Graduate Studies, UiTM 2012 Book Section PeerReviewed text en https://ir.uitm.edu.my/id/eprint/19148/1/ABS_NURHARNIZA%20ABDUL%20RAHMAN%20TDRA%20VOL%202%20IGS%2012.pdf Abdul Rahman, Nurharniza (2012) Performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / Nurharniza Abdul Rahman. (2012) In: The Doctoral Research Abstracts. IPSis Biannual Publication, 2 (2). Institute of Graduate Studies, UiTM, Shah Alam. |
| spellingShingle | Malaysia Abdul Rahman, Nurharniza Performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / Nurharniza Abdul Rahman |
| title | Performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / Nurharniza Abdul Rahman |
| title_full | Performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / Nurharniza Abdul Rahman |
| title_fullStr | Performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / Nurharniza Abdul Rahman |
| title_full_unstemmed | Performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / Nurharniza Abdul Rahman |
| title_short | Performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / Nurharniza Abdul Rahman |
| title_sort | performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / nurharniza abdul rahman |
| topic | Malaysia |
| url | https://ir.uitm.edu.my/id/eprint/19148/ |