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EFFECTS OF AMBIENT TEMPERATURE ON LONG-TERM CAMBER OF PRECAST PRESTRESSED CONCRETE BEAMS

机译:环境温度对预应力混凝土梁长期弯度的影响

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Measured long-term camber of 80 precast prestressed concrete beams (PPCBs) during storage revealed inconsistent trends. The variations from theory included significantly high camber at early ages and reduction or no significant increase in camber over time. The temperature gradient that develops down the beam depth due to solar radiation was suspected to be contributing to these discrepancies. If significant, the temperature gradient down the beam depth would cause construction difficulties when the PPCBs are erected and the slab elevations are set.rnConsidering that the thermal gradient is typically ignored in predicting the camber of PPCBs, a systematic investigation was undertaken. Twenty two different PPCBs were instrumented with string potentiometers and thermocouples to measure camber growth and surface temperature, respectively, and measurements were taken over 24 hours. The measured data indicated that camber can vary as much as 0.75 in. during the course of a day. Subsequently, this data were used to calibrate an analytical model to quantify the additional long-term camber induced by the temperature gradient. Eventually, a multiplier function was developed to take into account the increase in camber due to temperature gradient, ultimately improving accuracy of estimated camber at the time of erection.
机译:在存储期间测得的80个预制预应力混凝土梁(PPCB)的长期弯度显示出不一致的趋势。理论上的变化包括幼年的外倾角显着较高,并且随着时间的推移外倾角减小或没有显着增加。怀疑由于太阳辐射而在光束深度处向下发展的温度梯度会导致这些差异。如果很大,则在竖起PPCB并设定平板高度时,沿梁深度向下的温度梯度会造成施工困难。考虑到在预测PPCB的弯度时通常忽略了热梯度,因此进行了系统的研究。在22个不同的PPCB上分别安装了串电位计和热电偶,以分别测量弯度和表面温度,并在24小时内进行测量。测量数据表明,弯度在一天中的变化最大为0.75英寸。随后,此数据用于校准分析模型,以量化由温度梯度引起的附加长期外倾角。最终,开发了一个乘数函数来考虑由于温度梯度引起的外倾角的增加,最终提高了安装时估算外倾角的准确性。

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