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Effects of the slab casting sequences and the drying shrinkage of conctete slabs on the short-term and long-term behavior of composite steel box girder bridges. Part 2

机译:板坯浇筑顺序和混凝土板的干缩对复合钢箱梁桥短期和长期性能的影响。第2部分

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摘要

In this study, the effect of slab concrete placing sequence on the transverse creacking of slab decks has been investigated theoretically, using the algorithm developed in the companion paper. Bending moments and the corresponding tensile strains influencing the cracking behavior were calculated both in the construction stage and in the service stage. The effect of drying shrinkage was considered in terms of the ultimate shrinkage strain, and it was found to be much more important than the concrete casting sequences. Based on the ACI Code, the ultimate shrinkage strain was expressed as a function of concrete slump and relative humidity, while the other remaining factors such asunit weight of cement and air content were assumed in accordance with the typical values in mixed concrete. Finally, field recommendations in terms of concrete slump and relative humidity are suggested to prevent early transverse cracking of concrete slabs.
机译:在这项研究中,使用随附文件中开发的算法,从理论上研究了平板混凝土放置顺序对平板甲板横向裂缝的影响。在施工阶段和使用阶段都计算了弯矩和相应的拉伸应变,影响了开裂行为。干燥收缩的影响是根据极限收缩应变来考虑的,发现它比混凝土浇筑顺序重要得多。根据ACI规范,极限收缩应变表示为混凝土坍落度和相对湿度的函数,而其他剩余因素(如水泥的单位重量和空气含量)则根据混合混凝土中的典型值进行假设。最后,就混凝土坍落度和相对湿度提出现场建议,以防止混凝土板的早期横向开裂。

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