Future University In Egypt (FUE)
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Altagamoa Al Khames, Main centre of town, end of 90th Street
New Cairo
Faculty of Engineering & Technology
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Basic information

Name : Dina
Title: Lecturer
Personal Info: Dina Muhammad Fathi Ors Born October 1, 1987) is an Egyptian Structural Engineer known as lecturer Assistant Structural Engineering and Construction Management Department, Faculty of Engineering and Technology, Future University in Egypt(FUE). After obtaining a bachelor's degree in civil engineering from the University of Ain Shams with grade very good with degree of honor and Excellent degree in Reinforced Concrete structures Design PROJECT, Dina studied successfully premaster courses include analysis of reinforced concrete high rise buildings, properties and strengthening of materials, Fiber-reinforced plastic (FRP) properties, Quality control of manufacturing reinforced concrete, soil dynamics, statistics, resource management and productivity. Later she finished Master thesis in Reinforced Concrete Design titled Non-linear finite element modeling of shear critical reinforced concrete elements. In December 2014; Dina has successfully passed the qualification exam required for starting PHD studies at AIN SHAMES University. Dina completed six pre-PHD courses within one semester (Fall 2016). October 2015; Dina started her PhD thesis by submission the research plan and starting the experimental work of the research at reinforced concrete laboratory of Housing and Building National Research Center (HBRC). View More...


Certificate Major University Year
PhD Structure engineering Ain Shams University - Faculty Of Engineering 2019
Masters Faculty of Engineering - Structural Engineering Department - Design of Reinforced Concrete Structures Ain Shams University- Faculty Of Engineering 2014
Bachelor Civil Engineering Ain Shams - Egypt 2009

Teaching Experience

Name of Organization Position From Date To Date
Future University in Egypt (FUE) Teaching Assistant 01/01/2009 01/01/2014

Researches /Publications

Cyclic Load Behavior of Self-Centering Hammer-Head Bridge Piers - 01/0

Dina Muhammad Fathy Ors

Hussein O. Okail , Hesham A. Mahdi ;Amr A. Abdelrahman


This paper presents an experimental investigation in the cyclic load response of hammer-head bridge piers. The paper investigates the response of piers made of precast elements assembled with unbonded prestressing to provide self-centering capabilities under extreme lateral loading. This technique is beneficial in terms of limiting the expected residual deformations after major seismic events. Five one-fifth scale pier prototypes were designed, fabricated and tested under both gravity and lateral cyclic loading in displacement control. The test matrix was designed to investigate the effect of the construction method (monolithic versus precast), level of initial prestressing in the unbonded tendons and the use of energy dissipation rebar to result in fatter hysteresis loops. Experimental results showed that the proposed construction method is indeed capable of enhancing the cyclic load response characteristics in terms of increased ultimate lateral load capacity, reduced residual displacements, delayed damage states and reasonable energy dissipation capacity. The paper serves as a foundation for the next phase of the research program in which a detailed numerical simulation study will be developed to examine various design considerations related to the seismic behavior of such construction method.

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Non-linear finite element modeling of shear critical reinforced concrete elements - 01/0

Dina Muhammad Fathy Ors


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Dina Muhammad Fathy Ors


ABSTRACT: This paper presents an analytical study on the modeling of shear critical reinforced concrete beams modeled using the finite element method. The paper investigates two modeling strategies; the first of which is the well established smeared cracking modeling approach. Experimental test results from a wide range of beams tested by other researchers were used for model verification. This paper presents a mixed modeling approach in which the smeared cracking model was used in conjunction with discrete cracking planes to model the concrete continuums in an effort to reach a better correlation with the experimental data. This is achieved by introducing specific plans at the suspected plans of failure for shear critical beams. Analytical results have shown that the proposed modeling approach is capable of better simulation of the observed experimental response in terms of strength and stiffness, as well as capturing the post-peak response of the tested beams.

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