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4.2.2. Stress along the Lap Splice Length Melek et al. [107] carried out experimental tests on six RC columns with short lap splices (20 dbL = 508 mm = 0.78 lb,min). They placed strain gauges to monitor the strain histories of the lap-spliced bars (Figure 8a), which recorded at about 3% lateral drift when most of them were damaged due to the damage to the columns. They expected a triangular strain distribution before bond deterioration (Figure 8b).
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