Effect of Rolled Steel Sections as Main Reinforcement on Structural Properties of Beams
Journal Title: International Journal of engineering Research and Applications - Year 2017, Vol 7, Issue 10
Abstract
Composite members as structural element made up of concrete and steel which provides high performance and speedy construction. The composite beams has other advantage also such as increased fire resistance, increased load carrying capacity, stiffness in local buckling, Hence composite construction requires less steel and gives economical designs and Stiffness in bending as compared to Reinforced concrete beam. Also basic requirement of high rise construction is ductility of framed structure. There is lot of congestation of reinforcement in beam column joint which poses problem in maintaining the joint ductile. Hence to overcome such problem rolled steel sections are used as main reinforcement in place of normal tmt steel bars. To study the effect of rolled steel section – angle section and channel sections as main reinforcement on structural properties of beams such as ultimate load carrying capacity and deflection, flexure and shear strength experimentally as well as analytically using Ansy‟s 14.5 software. This research deals with the study of Concrete beam encased with rolled steel angle section and channel section as main reinforcement in place of conventional HYSD tmt steel experimentally as well as analytically using Ansys software. Such beams with composite action of rolled steel and concrete, proves to be an economical and effective alternative to more traditional structural systems where normal tmt steel is used as main reinforcement. Hence increase in ductility may be achieved by using such composite members and reduction in weight of structure can also be achieved, which in turn reduces lateral forces due to earthquake. For the analytical approach to the problem, a three-dimensional (3D) Finite Element (FE) model was created, using solid elements with material, geometrical and interfacial non-linearity. The effect of change in stirrups spacing is studied experimentally as well as analytically. For this study, the cross sectional dimensions of the beam, percentage of tension reinforcements is kept the same and spacing of stirrups is varied. The objective is to study the ultimate load carrying capacity, modes of failure and load deflection behavior of composite beams and there after compare the results experimentally as well as analytically. Also, comparison of load carrying capacity of „Concrete Encased Composite Beams‟ with and without shear reinforcement is carried out.
Authors and Affiliations
Neelima Khare Varma, Vinaykumar C. H
Keywords
Related Articles
- EP ID EP392529
- DOI 10.9790/9622-0710021115.
- Views 82
- Downloads 0
Wind Speed Forecasting: A Review
Climate change causes serious impacts on the atmospheric such as violent storms, floods, fires, cyclones, acid rain and prolonged droughts. Nations of the whole world have been striving to achieve a sustainable developme...
Study on Treatment of Leachate from Landfill
A study was the investigated based on the leachate treatment which one of the apply to the coagulationflocculation and Fenton process in the sequences of our process. Two types of the coagulant used: (i) aluminum sulphat...
A Review of Big Data Analytics in Sector of Higher Education
This paper is about the use of big data analytics in higher education. In this paper, we see what the big data is and where does it come from. We will also try to find why the big data analytics has become a buzzword in...
Analysis of the Essential Features in the Tasks of Identification
This paper proposes a new approach to defining the essential features in the task of identification based on the use of topological methods. To extend the scope of analysis and reducing its complexity applies fuzzy repre...
A Case Elaboration Methodology for a Semantic Web Service Discovery System Based on CBR
The Case Based Reasoning is a paradigm of intelligent reasoning which consists on reusing results of previously solved problems (Source Cases) to solve new problems (Target Cases). It has been formalized as a five-step p...