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

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Specimens</td><td class="align_center">tb (mm)</td><td class="align_center">ts (mm)</td><td class="align_center">bs × hs (mm)</td><td class="align_center">b × h (mm)</td><td class="align_center">l (m)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">B-1</td><td class="align_center">15.1</td><td class="align_center">1.35</td><td class="align_center">30.0 × 135.0</td><td class="align_center">90.2 × 165.2</td><td class="align_center">2.2</td></tr><tr><td class="align_left">B-2</td><td class="align_center">25.0</td><td class="align_center">1.35</td><td class="align_center">30.0 × 135.0</td><td class="align_center">110.0 × 185.0</td><td class="align_center">2.2</td></tr><tr><td class="align_left">B-3</td><td class="align_center">17.6</td><td class="align_center">1.35</td><td class="align_center">40.0 × 135.0</td><td class="align_center">115.2 × 170.2</td><td class="align_center">2.2</td></tr><tr><td class="align_left">B-4</td><td class="align_center">17.6</td><td class="align_center">1.75</td><td class="align_center">40.0 × 135.0</td><td class="align_center">115.2 × 170.2</td><td class="align_center">2.2</td></tr><tr><td class="align_left">B-5</td><td class="align_center">17.6</td><td class="align_center">1.35</td><td class="align_center">40.0 × 175.0</td><td class="align_center">115.2 × 210.2</td><td class="align_center">2.2</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td><div>Note: b and h represent the width and height of box section, respectively. </div></td></tr></table>

Advances in Civil Engineering

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Table 3: Study on Flexural Behaviour of Box Section Bamboo-Steel Composite Beams 