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Optimization of Micro and Nano Palm Oil Fuel Ash to Determine the Carbonation Resistance of the Concrete in Accelerated Condition

机译:优化微细和纳米棕榈油燃料灰分以确定加速状态下混凝土的抗碳化性

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摘要

The carbonation rate of reinforced concrete is influenced by three parameters, namely temperature, relative humidity, and concentration of carbon dioxide (CO2) in the surroundings. As knowledge of the service lifespan of reinforced concrete is crucial in terms of corrosion, the carbonation process is important to study, and high-performance durable reinforced concretes can be produced to prolong the effects of corrosion. To examine carbonation resistance, accelerated carbonation testing was conducted in accordance with the standards of BS 1881-210:2013. In this study, 10–30% of micro palm oil fuel ash (mPOFA) and 0.5–1.5% of nano-POFA (nPOFA) were incorporated into concrete mixtures to determine the optimum amount for achieving the highest carbonation resistance after 28 days water curing and accelerated CO2 conditions up to 70 days of exposure. The effect of carbonation on concrete specimens with the inclusion of mPOFA and nPOFA was investigated. The carbonation depth was identified by phenolphthalein solution. The highest carbonation resistance of concrete was found after the inclusion of 10% mPOFA and 0.5% nPOFA, while the lowest carbonation resistance was found after the inclusion of 30% mPOFA and 1.5% nPOFA.
机译:钢筋混凝土的碳化速率受三个参数的影响,即温度,相对湿度和周围环境中的二氧化碳浓度。由于了解钢筋混凝土的使用寿命对于腐蚀至关重要,因此研究碳化过程非常重要,可以生产高性能的耐用钢筋混凝土以延长腐蚀效果。为了检查抗碳化性,根据BS 1881-210:2013的标准进行了加速碳化测试。在这项研究中,将10–30%的微棕榈油燃料灰(mPOFA)和0.5–1.5%的纳米POFA(nPOFA)掺入混凝土混合物中,以确定在28天的水固化后达到最高抗碳化性的最佳量并加速了二氧化碳暴露长达70天的条件。研究了碳化对含有mPOFA和nPOFA的混凝土标本的影响。通过酚酞溶液确定碳酸化深度。加入10%mPOFA和0.5%nPOFA后,混凝土的抗碳化性最高,而加入30%mPOFA和1.5%nPOFA后,抗碳化性最低。

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