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...
|Journal Title:||Journal of Composites for Construction Vol. 5; no. 4; pp. 268 - 275|
|Authors:||David Dinehart, S. P. Gross, J. R. Yost|
RESTON, VA :
ASCE-AMER SOC CIVIL ENGINEERS,