Novel Advanced Security Computation over Secure and Dependable Services in Cloud Environment

Abstract

Recent researchers of civil engineering mainly focus in the field on replacement of concrete by the help of light weight materials in order to achieve the light weight concrete structures with improved strength and durability simultaneously. In the design part of conventional Reinforced Cement Concrete (RCC) beams as per IS 456-2000, the concrete is used to take care of compression alone not tension. The tensile stresses developed on the beam are purely carried out by reinforcement. Hence the fibres which are subjected to only tensile stresses require some infill material to hold the reinforcement along with the beam but not for the purpose of load carrying since the centre of gravity (CG) of the tensile force is acting at the centre of main reinforcement. In this experimental work an attempt is made to partially replace the concrete present in the tension fibres of normal Reinforced Cement Concrete beams with the help of brick masonry and the bending behavior of such light weight materials Infilled Composite concrete Beams (ICB) is studied by comparing the performance of normal RCC beams. From the test results it is noted that the ICB beams having the maximum deflection of 16.67 mm under the moment of 2.3 kNm which is 2.3 % lesser than the normal RCC beam. By comparing the rate analysis it is noted that the total amount of ICB beams are 11% lesser than the normal RCC beams.