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From the test results, the deflection, stiffness, moment curvature relationship, and strain distribution of the composite girder section under service and ultimate loading were analyzed.
The following rheological properties were tested and evaluated in this study: complex shear modulus, phase angle, elastic modulus, viscous modulus at an intermediate service temperature, and deflection, stiffness, and m-value at a low temperature.
A total of fifteen test specimens were fabricated and evaluated with respect to the deflection, stiffness, bearing capacity and failure shape.
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Initially, the deflection and bending stiffness were calculated from the Castigliano theorem and the Euler Bernoulli bending theory for the elastic solution.
Then, distribution of curvature, bending stiffness, deflection and interface slip can be determined by identified neutral axis position.
Furthermore, an analytical model was proposed to predict the mid-span deflection and initial bending stiffness of GFFW panels.
Local force exerted on the nanorods was determined using the measured individual rod deflections and nominal bending stiffness (Supporting Information I).
Comparisons between experimental results and analytical predictions showed that this method accurately predicted the bending stiffness and midspan deflection as well as the ultimate capacity of CFGF slabs.
The slope of each force versus deflection curve gives the bending stiffness.
The bending stiffness and load-deflection relationship in wrinkling condition were derived and then validated by experimental results.
From the linear fit of the force deflection curve, we estimated the bending stiffness of the cantilever beam.
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