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Interactive effects of freeze-thaw cycle and carbonation on tensile property of ecological high ductility cementitious composites for bridge deck link slab

机译:冻融循环与碳化作用对桥面连接板生态高延性胶凝复合材料拉伸性能的影响

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Interactive effects of freeze-thaw cycle and carbonation on ECO-HDCC tensile property were studied. Loading regime, interaction cycle and preloading level of ECO-HDCC were considered. Also, carbonation front was determined using thermal analysis and X-ray diffraction methods. Results indicate that monotonic and cyclic loading regimes create minor differences in tensile performance of ECO-HDCC. Tensile stress of ECO-HDCC increases for 1-5 interaction cycles while decreases for 10-15 interaction cycles. Tensile strain of ECO-HDCC decreases as the interaction cycle increases. In addition, strain preloading level with a range of 0.6% has little influence on tensile property for ECO-HDCC. Results also revealed that carbonation fronts of ECO-HDCC are 3 mm and 7 mm for 1 and 3 interaction cycles, respectively. Finally, after interactions of 15 cycles, tensile property of ECO-HDCC with un-preloading under monotonic loading regime is selected for bridge deck link slab design. (C) 2018 Elsevier Ltd. All rights reserved.
机译:研究了冻融循环和碳化对ECO-HDCC拉伸性能的相互作用。考虑了ECO-HDCC的加载方式,相互作用周期和预加载水平。另外,使用热分析和X射线衍射方法确定碳酸化前沿。结果表明,单调和循环加载方式会在ECO-HDCC的拉伸性能方面产生较小的差异。 ECO-HDCC的拉伸应力在1-5个相互作用周期中增加,而在10-15个相互作用周期中降低。 ECO-HDCC的拉伸应变随着相互作用周期的增加而降低。另外,应变预载水平为0.6%时,对ECO-HDCC的拉伸性能影响很小。结果还表明,对于1和3个相互作用周期,ECO-HDCC的碳化前沿分别为3 mm和7 mm。最后,经过15个循环的相互作用,选择了ECO-HDCC在单调荷载作用下具有预载的抗拉性能,以进行桥面连接板的设计。 (C)2018 Elsevier Ltd.保留所有权利。

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