Experimental and Theoretical Investigation on Bond Behavior of Tensile Lap Spliced Basalt Fiber Reinforced Polymer Bars in High Strength Concrete Beams حسب Eltantawi, Islam Reda Mohamed

"…Three bar diameters were used in this study i.e. (10, 12 and 16 mm). The bars were tested to obtain their tensile strength, ultimate strain, and modulus of elasticity. …"
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