Performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / Nurharniza Abdul Rahman

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.

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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 Type: Book Section
Creators:
CreatorsEmail
Abdul Rahman, NurharnizaUNSPECIFIED
Subjects: L Education > LB Theory and practice of education > Higher Education > Dissertations, Academic. Preparation of theses > Malaysia
Divisions: Institut Pengajian Siswazah (IPSis) : Institute of Graduate Studies (IGS)
Series Name: IPSis Biannual Publication
Volume: 2
Number: 2
Item ID: 19148
Uncontrolled Keywords: Abstract; Abstract of thesis; Newsletter; Research information; Doctoral graduates; IPSis; IGS; UiTM; Steel fibres
Last Modified: 11 Jun 2018 06:25
Depositing User: Staf Pendigitalan 2
URI: http://ir.uitm.edu.my/id/eprint/19148

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