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|Title:||The effect of construction joints on the flexural bending capacity of singly reinforced beams||Authors:||Jabbour, Jacques
|Advisors:||Gerges, Najib N.||Subjects:||Concrete beams--Testing
The main reason of this paper is to show the difference in the bending capacity between a singly reinforced monolithic beam and a singly reinforced beam with a construction joint at the center, for different compressive strength (fc) of concrete. The ASTM standards were respected during testing. Nowadays, it is very rare to build a concrete structure without using construction joint, whether intended or unintentionally. On site, the engineer or the foreman would really wonder if he can find an equation or a chart that relate the bending capacity of the concrete with the use of construction joint in function of the compressive strength. In addition to that, it is very important to know by how much this construction joint has affected the flexural bending capacity of the concrete.
Includes bibliographical references (p. 36).
Supervised by Dr. Najib Gerges.
|URI:||https://scholarhub.balamand.edu.lb/handle/uob/3001||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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