Abdul Rahman, Nurharniza
(2012)
Performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / Nurharniza Abdul Rahman.
In:
The Doctoral Research Abstracts.
IPSis Biannual Publication, 2
(2).
Institute of Graduate Studies, UiTM, Shah Alam.
Abstract
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.
Item Details
| Item Type: | Book Section |
|---|---|
| Creators: | Creators Email / ID Num. Abdul Rahman, Nurharniza UNSPECIFIED |
| Subjects: | L Education > LB Theory and practice of education > Higher Education > Dissertations, Academic. Preparation of theses > Malaysia |
| Divisions: | Universiti Teknologi MARA, Shah Alam > Institut Pengajian Siswazah (IPSis) : Institute of Graduate Studies (IGS) |
| Series Name: | IPSis Biannual Publication |
| Volume: | 2 |
| Number: | 2 |
| Keywords: | Abstract; Abstract of thesis; Newsletter; Research information; Doctoral graduates; IPSis; IGS; UiTM; Steel fibres |
| Date: | 2012 |
| URI: | https://ir.uitm.edu.my/id/eprint/19148 |
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