{"id":3064,"date":"2023-10-25T10:22:42","date_gmt":"2023-10-25T07:22:42","guid":{"rendered":"https:\/\/en.coeng.uobaghdad.edu.iq\/?p=3064"},"modified":"2023-10-25T10:22:42","modified_gmt":"2023-10-25T07:22:42","slug":"public-defense-of-ph-d-dissertation-civil-engineering-department","status":"publish","type":"post","link":"https:\/\/en.coeng.uobaghdad.edu.iq\/?p=3064","title":{"rendered":"Public Defense of Ph.D. Dissertation Civil Engineering Department"},"content":{"rendered":"

[vc_row][vc_column][vc_column_text]<\/p>\n

The public defense of the doctoral dissertation of the student (Mohamed Hazem Mohamed Ismail) in the Civil Engineering Department took place. The research is titled: “Effect of Post Inclination on the Behavior of Perforated Reinforced Concrete Gable Beam.”<\/p>\n

The defense occurred on Thursday, October 19, 2023. The examination committee consisted of the following esteemed members:<\/p>\n

Chairman:
\n1. Dr. Abdelmatlub Issa Saeed, Professor of Civil Engineering \/ Structures<\/p>\n

Members:
\n2. Dr. Ahmed Jabar Hussein, Professor of Civil Engineering \/ Structures
\n3. Assoc. Prof. Ihsan Ali Saib, Civil Engineering \/ Structures
\n4. Assoc. Prof. Salah Rahima Obeid, Civil Engineering \/ Structures
\n5. Assoc. Prof. Majid Mohammed Kharnoub, Civil Engineering \/ Structures<\/p>\n

Supervisor:
\n6. Dr. Amer Farouk Azzat, Professor of Civil Engineering \/ Structures<\/p>\n

 <\/p>\n

Abstract:
\nThis study focused on investigating the use of perforated reinforced concrete gable beams for supporting the roofs of warehouses, industrial buildings, and aircraft hangars. The research aimed to determine the optimal design of these beams by analyzing the effects of inclination angle, number, and size of web openings on their bending behavior. The study found that adding openings reduced maximum load capacity but increased deflection. Changing the column inclination angle improved the structural behavior. Increasing the number of openings while maintaining the same total area enhanced load capacity and reduced deflection. Finite element analysis confirmed the experimental results. The dissertation was accepted with a “Very Good” grade after committee discussion.[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_gallery interval=”3″ images=”3066″ img_size=”large”][\/vc_column][\/vc_row]<\/p>\n<\/div>","protected":false},"excerpt":{"rendered":"

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