Flexural Behavior of Steel Reinforced Brick Beam Utilizing Interlocking Brick System

Anis Saggaff; M.Md. Tahir; Poi Ngian Shek

doi:10.4028/www.scientific.net/AMR.661.116

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 661Flexural Behavior of Steel Reinforced Brick Beam...

Flexural Behavior of Steel Reinforced Brick Beam Utilizing Interlocking Brick System

Abstract:

This paper presents the full-scale experimental tests on steel reinforced and non-reinforced interlocking brick beam utilizing interlocking brick system. Two specimens were tested with and without steel reinforcement embedded in the beam formed using interlocking brick. The purpose of this study is to investigate the performance of beam utilizing interlocking brick subjected to bending. The flexural behavior of the beam will be studied and discussed in this paper. It is concluded that the use of steel reinforcement in the beam has significantly influenced the flexural capacity. The results obtained from this study can be applied in the design of structure utilizing interlocking brick. Future recommendations are proposed in this paper for further improvements.

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Periodical:

Advanced Materials Research (Volume 661)

Pages:

116-119

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.661.116

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Online since:

February 2013

Authors:

Anis Saggaff, M.Md. Tahir, Poi Ngian Shek

Keywords:

Experimental Investigation, Flexural Behavior, Interlocking Brick, Interlocking Brick Beam, Moment Capacity

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References

[1] R.M. Lawson. SCI P055 Design of Composite Slabs and Beams with Steel Decking. The Steel Construction Institute, Berkshire, UK. (1993).

Google Scholar

[2] N. Jamaluddin, Performance of composite beam with various slab system, M. Eng Thesis, Universiti Teknologi Malaysia (2002).

Google Scholar

[3] D. Lam, K.S. Elliot, D.A. Nethercot. Push-off tests on shear studs with hollow-cored floor slabs. The Structural Engineer: Volume 76/No. 9; 5 May (1998).

Google Scholar

[4] D. Lam, E. El – Lobody. Finite Element Modelling of Headed Stud in Composite Steel Beams with Precast Hollow Core Slabs. First International Conference of Steel & Composite Structures: Pusan: Korea; 14-16 June 2001: pp.1327-1334.

DOI: 10.12989/scs.2002.2.5.355

Google Scholar

[5] British Standards Institution, BS 8110: Structural use of concrete. Part 1: Code of practice for design and construction. (1997).

Google Scholar

[6] British Standard Institute, BS 5950 Structural use of steelwork in building, Part 3: Design in composite construction, Section 3. 1 Code of practice for design of simple and continuous composite beams. (1990).

DOI: 10.3403/00140998

Google Scholar

[7] Eurocode 4: Design of composites steel and concrete structures Part 1. 1 General rules for buildings. (1994).

Google Scholar