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Effect of reinforcement in perforated brick arrangement for determining flexural strength and corrosion loss

Mosfeka Mahabuba Akter, Atique Shahariar, Md. Shafiqul Islam



Brick masonry walls consist of the main elements that responsible for the global stability of brick masonry buildings when subjected to lateral loads such as wind and seismic forces. These elements are subjected to gravity forces, bending moments and shear forces due to the horizontal loading. The application of reinforcement increases the deformation capacity, controls the crack opening and allows a better distribution of stresses. Longitudinal reinforcements increase the flexural strength, even if they seem not to influence the shear behavior. Effectiveness of reinforcement on the increase of the resistance of brick masonry wall is highly related to the failure mode of the element. This paper shows the flexural strength of reinforced perforated brick masonry wall and weight loss of reinforcements for corrosion after a certain period of time. Several reinforce bar arrangements into the perforated brick masonry walls show the variety of possible applications.


perforated brick; rebar; reinforced masonry wall; strength; corrosion

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Aziz MAA (2012). Textbook of Engineering Materials. 1st edition, Hafiz Book Centre, Dhaka, Bangladesh.

Cabrera JG (1996). Deterioration of concrete due to reinforcement steel corrosion. Cement and Concrete Composites, 18(1), 47-59.

Grimm CT (1975). Strength and related property of brick masonry. Journal of the Structural Division, ASCE, 101(1), 217-232.

Haach VG, Vasconcelos G, Lourenço PB (2011). Parametrical study of masonry walls subjected to in-plane loading through numerical modeling. Engineering Structures, 33(4), 1377-1389.

Hossain MM, Ali SS, Rahman MA (1997). Properties of masonry constituents. Journal of Civil Engineering, The institution of Engineers, Bangladesh, 25(2), 135-136.

Kumar S (2006). Treasure of R.C.C. Designs. 14th edition, Standard Book House, Delhi, India.

Lumantarna R, Biggs DT, Ingham JM (2014). Compressive, flexural bond, and shear bond strengths of in situ New Zealand unreinforced clay brick masonry constructed using lime mortar between the 1880s and 1940s. Journal of Materials in Civil Engineering-ASCE, 26(4), 559-566.

Maroliya MK (2012). Behaviour of reinforced column made of hollow brick subjected to eccentric compressive load. International Journal of Innovative Research & Development, 1(9), 1-11.


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