Analyzing the strength characteristics relative to the net length of the specimen, which correlates with the number of longitudinal strands, Figure 12 b indicates that the cracking strength exhibited an increasing trend, but the ultimate strength exhibited a decreasing trend as the measuring net length increased in the case of Group AQ47, which exhibited failure modes A or B due to the ruptures of longitudinal strands.
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Tensile Behavior Assessment of Grid-Type CFRP Textile-Reinforced Mortar with Different Design Variables.
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