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Deflection of simply supported box girder including effect of shear lag

机译:简支箱梁的挠度,包括剪力滞后的影响

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摘要

The shear lag has been studied for many years. Nevertheless, most of the studies are related to the effect of the shear lag on stress distribution and very few have investigated the effect on deflection, although some design codes have formulas for the effect of the shear lag on deflection. In this conjunction, the present study carries out three-dimensional finite element analyses for various box girders to investigate the deflection at the mid-span. The multimesh extrapolation is employed to ensure the accuracy. The present study thus reveals the influence of the parameters that characterize the geometry of a box girder on the deflection. It is also shown that the formulas adopted in the design codes underestimate the deflection considerably. Based on the present numerical results, empirical formulas are proposed to compute the deflection magnification factors that account for the difference between the deflections due to the finite element analysis and the beam theory.
机译:剪切滞后已经研究了很多年。尽管如此,大多数研究都与剪切滞后对应力分布的影响有关,尽管对某些设计规范具有剪切滞后对挠度影响的公式,但很少有研究对挠度的影响。在这种结合下,本研究对各种箱形梁进行了三维有限元分析,以研究中跨挠度。采用多重网格外推法以确保准确性。因此,本研究揭示了表征箱形梁几何形状的参数对挠度的影响。还表明,设计规范中采用的公式大大低估了挠度。基于目前的数值结果,提出了经验公式来计算挠度放大系数,该系数解释了有限元分析和梁理论所引起的挠度之间的差异。

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