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.
Abdulamier, J., Aziz, A., & Al-Assam, H. (2013). Non-Linear Behavior of Unbonded Post-Tensioned one-way Concrete Slab Panel. Journal of Environmental Studies, 10(1), 39-45. doi: 10.21608/jesj.2013.190291
MLA
Jamal Abdulamier; Ali Aziz; Haider S. Al-Assam. "Non-Linear Behavior of Unbonded Post-Tensioned one-way Concrete Slab Panel". Journal of Environmental Studies, 10, 1, 2013, 39-45. doi: 10.21608/jesj.2013.190291
HARVARD
Abdulamier, J., Aziz, A., Al-Assam, H. (2013). 'Non-Linear Behavior of Unbonded Post-Tensioned one-way Concrete Slab Panel', Journal of Environmental Studies, 10(1), pp. 39-45. doi: 10.21608/jesj.2013.190291
VANCOUVER
Abdulamier, J., Aziz, A., Al-Assam, H. Non-Linear Behavior of Unbonded Post-Tensioned one-way Concrete Slab Panel. Journal of Environmental Studies, 2013; 10(1): 39-45. doi: 10.21608/jesj.2013.190291
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