Shear Strength Prediction of FRP RC Baem without Shear Reinforcements
نویسندگان
چکیده
منابع مشابه
Strut-and-Tie Method for Prediction of Ultimate Shear Capacity of Shear-Strengthened RC deep beams with FRP
The main objective of this study is to propose the Strut-and-Tie method (STM) to predict the shear capacity of simply supported RC deep beams shear-strengthened with carbon fiber reinforced polymers (CFRP). It is assumed that, the total carried shear force by shear-strengthened RC deep beam provided by three independent resistance, namely diagonal concrete strut due to Strut-and-tie mechanism, ...
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Article history: Received 31 December 2010 Received in revised form 9 February 2011 Accepted 14 February 2011 Available online 24 March 2011
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ژورنال
عنوان ژورنال: Journal of the Korea Concrete Institute
سال: 2010
ISSN: 1229-5515
DOI: 10.4334/jkci.2010.22.3.313