Significance of Cracking Uncertainty on Predicting Deflection of FRC-RC Beams
Document Type
Article
Publication Date
10-1-2009
Publication Title
American Concrete Institute Special Publication
Volume
264
First page number:
179
Last page number:
192
Abstract
This paper presents an alternative approach to examine uncertainty in predicting deflections of fiber-reinforced polymer-reinforced concrete (FRP-RC) beams. The use of nonspecificity of concrete cracking as a measure of cracking variability is proposed. Non-specificity is a type of uncertainty associated with having multiple alternatives to define variables (e.g. modulus of rupture, tensile strength to describe cracking). Nonspecificity in cracking can be described by considering cracking strength interval. Using a cracking strength interval, deflection intervals of FRP-RC beams are calculated. Deflection is modeled using cracked plane frame analysis integrated with recent models describing concrete tension stiffening with fiber reinforced polymers (FRP) reinforcement. A deflection database of FRP-RC beams is developed and examined. The uncertainty in deflection prediction is evaluated by comparing the measured deflection from the database with respect to the predicted deflection interval. The significance of deflection prediction parameters on the uncertainty in predicting deflection of FRP-RC beams was analyzed. It is shown that when the applied moment to cracking moment ratio gets close to unity, the uncertainty in predicting deflection of concrete beams reinforced with FRP increases.
Keywords
Concrete; Concrete beams; Concrete—Cracking; Cracking; Deflection; Fiber-reinforced polymer (FRP); Reinforced concrete; Reinforced concrete construction; Serviceability; Uncertainty analysis
Disciplines
Civil and Environmental Engineering | Construction Engineering and Management | Engineering | Environmental Sciences
Language
English
Permissions
Use Find in Your Library, contact the author, or interlibrary loan to garner a copy of the item. Publisher policy does not allow archiving the final published version. If a post-print (author's peer-reviewed manuscript) is allowed and available, or publisher policy changes, the item will be deposited.
Repository Citation
Kim, J. J.,
Said, A. M.,
Mohamed, T. M.
(2009).
Significance of Cracking Uncertainty on Predicting Deflection of FRC-RC Beams.
American Concrete Institute Special Publication, 264
179-192.
http://dx.doi.org/10.14359/51663268