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|Title:||New link slabs model and solution||Other Titles:||New link slabs model & solution||Authors:||Hawi, Philippe
|Advisors:||Fares, Nabil||Subjects:||Bridges, Concrete
This report deals with developing a new and improved model for some link slab bridges. This model takes into account a debond interval between the slab and the girder ends and postulates that in that interval. For that model, this project obtains new shear, moment and deflection formulas consisting of many parameters of which the debonded length is one variable. New solutions were developed and suggestive experiments supporting the results obtained were conducted. Also some qualitative experiments were done to support the theory behind these newly developed solutions. These experiments consist of the foam material experiment and the photoelastic experiment. In addition to that, a preliminary model of the beam was modeled and analyzed on abaqus, a finite element analysis software, to prove that the expected gap exists.
Includes bibliographical references (p. 58).
Supervised by Dr. Nabil Fares.
|URI:||https://scholarhub.balamand.edu.lb/handle/uob/2952||Rights:||This object is protected by copyright, and is made available here for research and educational purposes. Permission to reuse, publish, or reproduce the object beyond the personal and educational use exceptions must be obtained from the copyright holder||Ezproxy URL:||Link to full text||Type:||Project|
|Appears in Collections:||UOB Theses and Projects|
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