Comparative Study on Clear Specimen Strength and Member Strength of Side-Pressure Laminated Bamboo

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Type</td><td class="align_center">Tension parallel to grain</td><td class="align_center">Compression parallel to grain</td><td class="align_center">Bending</td><td class="align_center">Shear parallel to grain</td></tr><tr><td class="align_left" colspan="5"><hr/></td></tr><tr><td class="align_left"><i>K</i><sub><i>Q</i>4</sub></td><td class="align_center">0.79 (0.66)</td><td class="align_center">0.96 (0.80)</td><td class="align_center">0.90 (0.75)</td><td class="align_center">—</td></tr><tr><td class="align_left"><i>K</i><sub><i>Q</i>5</sub></td><td class="align_center">0.99 (0.90)</td><td class="align_center">—</td><td class="align_center">0.94 (0.85)</td><td class="align_center">0.90 (0.82)</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The adjustment coefficient of natural defect and coefficient of dry defect.</div>

Advances in Civil Engineering

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Table 2

Table 2: Comparative Study on Clear Specimen Strength and Member Strength of Side-Pressure Laminated Bamboo 