Parametric Study Between Bonded & Unbonded Post-Tensioning for Long Span T-Beam in Building |
Author(s): |
| Nishant Dobariya , Parul University; Ankit Agrawal, Parul University; Jignesh Patel, Shree Associates |
Keywords: |
| Adapt-Pt, Bonded Rectangular Beam, Unbonded Rectangular Beam, Post-Tensioning System, Tensile Stresses |
Abstract |
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Prestress concrete beam wildly use in long span. Prestress beam system two type’s prestress and post-tension system.in post-tension system very cheap compare to R.C.C. In post-tension two method are widely use in buildings, bridges, both system in use cable/strands with different construction method. Due to both system solve theoretical and software base. Also take case study with solve all parameter stresses, deflection, bending moment, shear force and providing extra-Reinforcement in both system at results both system which is best and suitability of construction on given by study data. With included losses. Theoretical result base on IS: 1343-1980 and ACI-318 base. Also construction between two system and cost different. Analysis use long span T-beam with 10-20m span beam analysis in bonded and unbonded beam with maximum tension zone cable profile. |
Other Details |
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Paper ID: IJSRDV5I30568 Published in: Volume : 5, Issue : 3 Publication Date: 01/06/2017 Page(s): 435-439 |
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