International Journal of Engineering Research

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Analysis of Single Span Prestressed Concrete Beams Using Different Methods


Affiliations
1 Department of Civil Engineering, S. V. Polytechnic College, Bhopal (MP), India
2 Department of Civil and Environmental Engineering, NITTTR, Bhopal (M.P), India
3 Department of Civil Engineering, UIT (RGPV) Bhopal (MP), India
 

In this paper the displacement behavior of single span pre stressed concrete beams have been studied numerically by different methods. Six pre stress concrete beams with parabolic curve cable profile for different amount of pre stressing force were analyzed by Macaulay’s method, Matrix method (STAAD.PRO) and FEA method. The results of all these three methods are compared with each other.

Keywords

Cable-Profile, Prestressed Concrete, Deflection:Friction, Finite Element.
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  • Analysis of Single Span Prestressed Concrete Beams Using Different Methods

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Authors

Rajesh Bhargava
Department of Civil Engineering, S. V. Polytechnic College, Bhopal (MP), India
K. K. Pathak
Department of Civil and Environmental Engineering, NITTTR, Bhopal (M.P), India
Saleem Akhtar
Department of Civil Engineering, UIT (RGPV) Bhopal (MP), India

Abstract


In this paper the displacement behavior of single span pre stressed concrete beams have been studied numerically by different methods. Six pre stress concrete beams with parabolic curve cable profile for different amount of pre stressing force were analyzed by Macaulay’s method, Matrix method (STAAD.PRO) and FEA method. The results of all these three methods are compared with each other.

Keywords


Cable-Profile, Prestressed Concrete, Deflection:Friction, Finite Element.