Experimental and Numerical Investigation on the Bearing Behavior of Curved Continuous Twin I-Girder Composite Bridge with Precast Concrete Slab

<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">Material name</td><td class="align_center">Compressive strength/(MPa)</td><td class="align_center">Young’s modulus/(GPa)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">C50 fine aggregate concrete</td><td class="align_center">52.2</td><td class="align_center">36.8</td></tr><tr><td class="align_left">Expansive concrete</td><td class="align_center">54.0</td><td class="align_center">36.4</td></tr><tr><td class="align_left">Nonshrinkage mortar</td><td class="align_center">58.0</td><td class="align_center">36.8</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Material properties of concrete.</div>

Advances in Civil Engineering

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Table 2

Table 2: Experimental and Numerical Investigation on the Bearing Behavior of Curved Continuous Twin I-Girder Composite Bridge with Precast Concrete Slab 

Table 2 | Experimental and Numerical Investigation on the Bearing Behavior of Curved Continuous Twin I-Girder Composite Bridge with Precast Concrete Slab 