Experimental Behavior of the Curved Continuous Twin I-Girder Composite Bridge with a Precast Concrete Slab Subjected to Bending, Shear, and Torsion

<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</td><td class="align_center">Elastic modulus (MPa)</td><td class="align_center">Compressive strength (MPa (standard deviation))</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">C50 fine aggregate (less than 10 mm) concrete</td><td class="align_center">3.68 × 10<sup>4</sup></td><td class="align_center">52.2 (0.91)</td></tr><tr><td class="align_left">Expansive concrete</td><td class="align_center">3.64 × 10<sup>4</sup></td><td class="align_center">54 (0.75)</td></tr><tr><td class="align_left">Nonshrinkage mortar</td><td class="align_center">3.68 × 10<sup>4</sup></td><td class="align_center">58 (0.88)</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 Behavior of the Curved Continuous Twin I-Girder Composite Bridge with a Precast Concrete Slab Subjected to Bending, Shear, and Torsion 

Table 2 | Experimental Behavior of the Curved Continuous Twin I-Girder Composite Bridge with a Precast Concrete Slab Subjected to Bending, Shear, and Torsion 