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AuthorFageer, Abeer A.
AuthorAbdelgadir, Shahd K.
AuthorAbdelgadir, Anfal A.
AuthorElbagir, Amina M.
AuthorKabosh, Mohammed A.
AuthorAbdelatif, Amged O.
Available date2023-08-27T05:58:07Z
Publication Date2023
Publication Name2nd International Conference on Civil Infrastructure and Construction
CitationFageer A., Khalid S., Abdelgadir A., Elbagir A., Kabosh M. & Abdelatif A., "Modeling Short-Term Deflection of Reinforced Concrete Slabs Using the Layered Approach", The 2nd International Conference on Civil Infrastructure and Construction (CIC 2023), Doha, Qatar, 5-8 February 2023, DOI: https://doi.org/10.29117/cic.2023.0050
ISSN2958-3128
URIhttps://doi.org/10.29117/cic.2023.0050
URIhttp://hdl.handle.net/10576/46753
AbstractThis paper examines the short-term deflection of reinforced concrete slabs taking the tension-stiffening phenomenon into account. The main goal of this study is to develop a model that predicts the deflection of one-way slabs made of reinforced concrete. The model takes into account concrete contribution in carrying tension between cracks thoroughly considering the stress-strain relationship material model. The model has been developed using MATLAB Program incorporating a numerical technique known as the layered approach. The developed layered approach model was validated using experimental deflection results reported in a previous study. Based on the experimental validation, the model showed its tendency in predicting the real-case deflection of one-way concrete reinforced slabs. It was concluded that different types of tension stiffening models can be added to the program to model deflection and crack propagation.
Languageen
PublisherQatar University Press
SubjectShort-term deflection
Tension stiffening
Modeling
Stress-strain relationship
TitleModeling Short-Term Deflection of Reinforced Concrete Slabs using the Layered Approach
TypeConference Paper
Pagination367-372
ESSN2958-3136
dc.accessType Open Access


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