Behavior of Flat Slab With Drop Area or Varying thickness | ||||
| The Egyptian International Journal of Engineering Sciences and Technology | ||||
| Article 1, Volume 28, EIJEST, Vol. 28, 2019, July 2019, Page 1-8 PDF (627.55 K) | ||||
| Document Type: Original Article | ||||
| DOI: 10.21608/eijest.2019.97293 | ||||
 View on SCiNiTO | ||||
| Authors | ||||
| M Hashem* 1; H Hassan1; W Willim1; K Gamal2 | ||||
| 1Structural departement,faculty of enginerring, Zagazig a univeristy,egypt | ||||
| 2MSc student ,Engineering in the Ministry of irrigation and drainage | ||||
| Abstract | ||||
| This research presents the effect of drop area in the center of span with different thicknesses of drop using finite element method(FEM) .The numerical work here focus on the effect of drop area on deflection and shear stress on flat slap with drop area and compare it with flat slab without drop area. Nonlinear finite element on the slab specimens with drop area was realized using ANSYS software. the study models is flat slab with drop 0.06m and 0.12m with fixed and varying bottom with area of drop (2*2)m ,from this research it can be conclude that the best case of drop in deflection ,stress y and cracks is flat slab with drop 0.12m with varying bottom with area of drop (2*2)m. | ||||
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