Study on Flexural Behaviour of Box Section Bamboo-Steel Composite Beams

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left"><i>t</i><sub><i>b</i></sub> (mm)</td><td class="align_left"><i>E</i><sub><i>b</i></sub> (MPa)</td><td class="align_left"><i>σ</i> (MPa)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">15.1</td><td class="align_center">4858</td><td class="align_center">38</td></tr><tr><td class="align_left">17.6</td><td class="align_center">6784</td><td class="align_center">46</td></tr><tr><td class="align_left">25.0</td><td class="align_center">6905</td><td class="align_center">56</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td><div>Note: <i>t</i><sub><i>b</i></sub> is the thickness of bamboo plywood.<br/></div></td></tr></table>

<div>Material properties of bamboo plywood.</div>

Advances in Civil Engineering

tab2

Table 2

Table 2: Study on Flexural Behaviour of Box Section Bamboo-Steel Composite Beams 