Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Experimental Study of Pool Effect of Shear, Flexure and Torsion on SFRC Beams
Flexural, torsional, compressive and shear behavior of Steel Fiber Reinforced Concrete (SFRC) is already studied individually but none has studied the performance of SFRC beams under a combined effect of more than one state i.e. tension, flexure, torsion, compression and shear in general by now. In this study M20 grade of concrete beams under composite behavior of flexure, shear and torsion with different compositions of fibers mix were investigated. The dimensions of specimen beams was 100 mm x 100 mm x 500 mm and straight cylindrical fibers of length 0.28 mm and aspect ratio 100 were mixed. A total of 48 specimen were casted and tested such that for every percentage of fiber and each torsion value three beams were tested. Hence there are four torsion values 0, 61.75, 119.41 and 176.53 N-m are applied (4x3x4=48) It was found during study that ultimate bending stress and deflection increases due to increase in torsion where as the ductility reduced with the torsion enhancement for a specific fraction of fiber content.
Experimental Study of Pool Effect of Shear, Flexure and Torsion on SFRC Beams
Flexural, torsional, compressive and shear behavior of Steel Fiber Reinforced Concrete (SFRC) is already studied individually but none has studied the performance of SFRC beams under a combined effect of more than one state i.e. tension, flexure, torsion, compression and shear in general by now. In this study M20 grade of concrete beams under composite behavior of flexure, shear and torsion with different compositions of fibers mix were investigated. The dimensions of specimen beams was 100 mm x 100 mm x 500 mm and straight cylindrical fibers of length 0.28 mm and aspect ratio 100 were mixed. A total of 48 specimen were casted and tested such that for every percentage of fiber and each torsion value three beams were tested. Hence there are four torsion values 0, 61.75, 119.41 and 176.53 N-m are applied (4x3x4=48) It was found during study that ultimate bending stress and deflection increases due to increase in torsion where as the ductility reduced with the torsion enhancement for a specific fraction of fiber content.
Experimental Study of Pool Effect of Shear, Flexure and Torsion on SFRC Beams
Mohammad Israil, (Autor:in) / M S Jafiri (Autor:in) / Pushpendra Kumar Sharma (Autor:in) / Anshul Garg (Autor:in) / Blue Eyes Intelligence Engineering and Sciences Publication(BEIESP)
30.08.2020
oai:zenodo.org:5530401
International Journal of Engineering and Advanced Technology (IJEAT) 9(6) 233-236
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
DDC:
690
Behavior of GFRP Reinforced SFRC Beams in Flexure and Shear
| British Library Conference Proceedings | 2002
Experimental Study on Shear Capacity of Prestressed SFRC Beams
| Trans Tech Publications | 2012
Experimental study on shear behaviour of prestressed SFRC beams
| Tema Archiv | 2002
SFRC suspended slabs in flexure
British Library Online Contents | 2010
Experimental Study on Shear Capacity of Prestressed SFRC Beams
| British Library Conference Proceedings | 2012