Behavior of RC flat plate with embedded bearing plate and shear connectors
Dissertant
Thesis advisor
Abd al-Amir, Jamal S.
al-Sarraf, Subayh Zaki
University
University of Technology
Faculty
-
Department
Department of Building and Construction Engineering
University Country
Iraq
Degree
Ph.D.
Degree Date
2010
English Abstract
This study presents an experimental and numerical investigation on the influence of embedded spearhead reinforcement (steel plate) on the punching shear strength of reinforced concrete slabs.
Three groups of spearhead were used, first group (T) was made using a steel plate with T-section stiffeners, and the stiffeners were fabricated to be with two lines welded on the tension face of the plates.
A second group (H) was made using a steel plate with connectors ; the connectors were fabricated to be with hat shape welded on the tension face of the plates.
A third group (TH) is a combined of group (T) and group (H).
The main variables studied were the dimension, thickness, direction of steel plate and effect of stiffeners, shear connector (number and distribution) on punching shear behavior.
Main Subjects
Topics
American Psychological Association (APA)
al-Bayati, Jawad Kazim. (2010). Behavior of RC flat plate with embedded bearing plate and shear connectors. (Doctoral dissertations Theses and Dissertations Master). University of Technology, Iraq
https://search.emarefa.net/detail/BIM-304953
Modern Language Association (MLA)
al-Bayati, Jawad Kazim. Behavior of RC flat plate with embedded bearing plate and shear connectors. (Doctoral dissertations Theses and Dissertations Master). University of Technology. (2010).
https://search.emarefa.net/detail/BIM-304953
American Medical Association (AMA)
al-Bayati, Jawad Kazim. (2010). Behavior of RC flat plate with embedded bearing plate and shear connectors. (Doctoral dissertations Theses and Dissertations Master). University of Technology, Iraq
https://search.emarefa.net/detail/BIM-304953
Language
English
Data Type
Arab Theses
Record ID
BIM-304953
