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Dive into the research topics where Noor Nabilah Sarbini is active.

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Featured researches published by Noor Nabilah Sarbini.


Materials Research Innovations | 2014

Shear capacity of composite slab reinforced with steel fibre to that of fabric reinforcement in concrete topping

Noor Nabilah Sarbini; Izni Syahrizal Ibrahim; A. Aziz Saim; A. B. Abdul Rahman; N. F. Harun; N. N. Hasbullah

Abstract This paper presents the experimental result on the shear capacity of composite slab reinforced with steel fibre concrete topping. Experimental test is carried out on 75 composite slab specimens reinforced with various steel fibres volume fractions in the concrete topping. The type of steel fibres is varied to determine the suitable type to be applied in the concrete topping. This includes HE0·75/60, HE0·75/50 and HE0·55/33 referred to as SF60, SF50 and SF33, respectively, in this paper. The test parameters are fibre aspect ratio, volume fraction and fibre reinforcing index. Control specimen using prefabricated welded steel mesh in the concrete topping is also tested for comparison. The test results show that by replacing prefabricated welded steel mesh with steel fibre in the concrete topping increased the shear capacity of the composite slab. However, the increment depends on the type of steel fibre, where the optimum increment for SF60 and SF50 started at Vf = 0·75% whereas for SF33 at Vf = 0·25%. Even though the percentage increment is small from the whole capacity of the composite slab, but the steel fibre is able to arrest cracks once the propagation started to reach the concrete topping zone during the post-cracking development. This is important especially to members subjected to high shear load, where steel fibres can create an additional shear carriage capacity by preventing them from sudden failure.


IOP Conference Series: Materials Science and Engineering | 2017

A case study on the structural assessment of fire damaged building

M H Osman; Noor Nabilah Sarbini; Izni Syahrizal Ibrahim; C K Ma; M Ismail; M F Mohd

This paper presents a case study on the structural assessment of building damaged by fire and discussed on the site investigations and test results prior to determine the existing condition of the building. The building was on fire for about one hour before it was extinguished. In order to ascertain the integrity of the building, a visual inspection was conducted for all elements (truss, beam, column and wall), followed by non-destructive, load and material tests. The load test was conducted to determine the ability of truss to resist service load, while the material test to determine the residual strength of the material. At the end of the investigation, a structural analysis was carried out to determine the new factor of safety by considering the residual strength. The highlighted was on the truss element due to steel behaviour that is hardly been predicted. Meanwhile, reinforced concrete elements (beam, column and wall) were found externally affected and caused its strength to be considered as sufficient for further used of building. The new factor of safety is equal to 2, considered as the minimum calculated value for the truss member. Therefore, this fire damaged building was found safe and can be used for further application.


Engineering Structures | 2016

Experimental study on the shear behaviour of precast concrete hollow core slabs with concrete topping

Izni Syahrizal Ibrahim; K.S. Elliott; Redzuan Abdullah; Ahmad Beng Hong Kueh; Noor Nabilah Sarbini


Proceedings of the Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13) | 2013

SHEAR BEHAVIOUR OF COMPOSITE SLAB REINFORCED WITH STEEL FIBRE CONCRETE TOPPING

Noor Nabilah Sarbini; Izni Syahrizal Ibrahim; A. Aziz Saim


Construction and Building Materials | 2018

Synergism between palm oil fuel ash and slag: Production of environmental-friendly alkali activated mortars with enhanced properties

Ghasan Fahim Huseien; Mohammad Ismail; Mahmood Md. Tahir; Jahangir Mirza; Nur Hafizah A. Khalid; Mohammad Ali Asaad; Ahmed Abdulameer Husein; Noor Nabilah Sarbini


Malaysian Technical Universities Conference on Engineering and Technology 2015 | 2015

Behaviour of Reinforced Concrete Beams with Kenaf and Steel Hybrid Fibre

Sharifah M. Syed Mohsin; Muhd Fareez Manaf; Noor Nabilah Sarbini; Khairunisa Muthusamy


Archive | 2012

ASSESSMENT ON THE MECHANICAL PERFORMANCE OF STEEL FIBRE REINFORCED CONCRETE USING FIBRES GEOMETRICAL FACTOR

Noor Nabilah Sarbini; Izni Syahrizal Ibrahim; A. Aziz Saim


Journal of Industrial and Engineering Chemistry | 2018

Improved corrosion resistance of mild steel against acid activation: Impact of novel Elaeis guineensis and silver nanoparticles

Mohammad Ali Asaad; Noor Nabilah Sarbini; Arizu Sulaiman; Mohammad Ismail; Ghasan Fahim Huseien; Zaiton Abdul Majid; Pandian Bothi Raja


MATEC Web of Conferences | 2017

Fresh and Hardened State of Polymer Modified Concrete and Mortars – A Review

Nurul Nadrah Aqilah Tukimat; Noor Nabilah Sarbini; Izni Syahrizal Ibrahim; Chau Khun Ma; Khairunisa Mutusamy


Malaysian Technical Universities Conference on Engineering and Technology 2015 | 2015

DEVELOPMENT OF SHEAR STRESS EQUATION CONTRIBUTED BY STEEL FIBRE IN REINFORCED CONCRETE

Noor Nabilah Sarbini; Izni Syahrizal Ibrahim; A. Aziz Saim; Mariyana Aida Ab. Kadir; Sharifah M. Syed Mohsin

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A. Aziz Saim

Universiti Teknologi Malaysia

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Ghasan Fahim Huseien

Universiti Teknologi Malaysia

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Abdul Rahman Mohd Sam

Universiti Teknologi Malaysia

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Mohammad Ali Asaad

Universiti Teknologi Malaysia

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Mohammad Ismail

Universiti Teknologi Malaysia

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Nur Hafizah A. Khalid

Universiti Teknologi Malaysia

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Wan Amizah Wan Jusoh

Universiti Tun Hussein Onn Malaysia

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