Shear strength of normal strength concrete beams reinforced with deformed GFRP bars

This paper evaluates the shear strength, V-c, of intermediate length (2.5 rho (b), were tested with three replicate beams per design. All samples failed as a result of diagonal-tension shear. Measured shear strengths at failure are compared with theoretical predictions calculated according to tradit...

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Journal Title: Journal of Composites for Construction Vol. 5; no. 4; pp. 268 - 275
Authors: David Dinehart, S. P. Gross, J. R. Yost
Format: Article
Language: English
Published: RESTON, VA : ASCE-AMER SOC CIVIL ENGINEERS, 2001
NOV 2001
Subjects:
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