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Official Journal of the Japan Wood Research Society

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Table 4 Maximum slip under different load levels

From: Flexural behavior of bamboo–concrete composite beams with perforated steel plate connections

SpecimensLoad (kN)Slip (mm)PL/300 (kN)Slip (mm)PL/250 (kN)Slip (mm)Ultimate load (kN)Slip (mm)
BP100-1300.1233.70.2337.40.4171.96.12
BP100-2300.0833.20.1435.50.1768.03.76
BP150-1300.0438.00.1443.30.2172.76.97
BP150-2300.0933.20.1139.50.1776.25.01
BP200-1300.1533.80.2439.20.4073.813.35
BP200-2300.0934.30.1439.80.2466.84.31
BP250-1300.1230.30.1235.60.2171.410.11
BP250-2300.0634.70.1438.50.1981.13.49
BP300-1300.2726.80.1730.60.2978.67.49
BP300-2300.2029.20.1633.90.2881.79.64