Non-Linear Behavior of Unbonded Post-Tensioned one-way Concrete Slab Panel | ||||
| Journal of Environmental Studies | ||||
| Article 7, Volume 10, Issue 1, March 2013, Page 39-45 PDF (1.11 MB) | ||||
| Document Type: High quality original papers | ||||
| DOI: 10.21608/jesj.2013.190291 | ||||
 View on SCiNiTO | ||||
| Authors | ||||
Jamal Abdulamier; Ali Aziz; Haider S. Al-Assam 
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| Civil Engineering Department, Al-Mustansriya University, Baghdad, Iraq. | ||||
| Abstract | ||||
| In this research, a nonlinear finite element model developed to investigate the behavior and ultimate load capacity of unbonded post-tensioned one-way concrete slab panel. The numerical treatment adopted by finite element ANSYS software has been carried out on two different one-way concrete slabs chosen from previous available experimental study in order to evaluate their results. Mode of failure and the loaddeflection relationship are presented for two cases. A parametric study was conducted to study the effects on the global structural behavior due to the effect of concrete compressive strength, effect of effective prestressing stress, effect of prestressing (post-tensioning) technique, types of loading, effect of tendon profile, effect of tendon bonding, effect of span to depth ratio of concrete slabs. | ||||
| Keywords | ||||
| Post-Tension; Concrete; Slab; Finite Element; ANSYS | ||||
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