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Impact of Laboratory-Accelerated Aging Methods to Study Alkali–Silica Reaction and Reinforcement Corrosion on the Properties of Concrete

机译:实验室加速老化方法研究碱性二氧化硅反应及加固腐蚀对混凝土性能的影响

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摘要

This study focuses on two separate investigations of the main aging mechanisms: alkali–silica reactivity (ASR) and the corrosion of reinforcing steel (rebar) concrete, both of which may result in a premature failure to meet the serviceability or strength requirements of a concrete structure. However, these processes occur very slowly, spanning decades. The impact of direct chemical additives to fresh concrete to accelerate ASR and the corrosion of reinforcing steel on the fresh and hardened properties of the ensuing material are investigated to inform the potential use of chemicals in large-scale studies. The deterioration of reinforced concrete (RC) is determined by means of expansion, cracking, bulk diffusivity and surface resistivity measurements, and compressive, split tensile and flexural strength tests. The results indicate that the addition of sodium hydroxide and calcium chloride can effectively accelerate the crack formation and propagation in concrete due to ASR and the corrosion of rebar, respectively. The ASR-induced cracks maintained a constant crack width from 0.05 mm to 0.1 mm over the measurement period regardless of the intensity of aging acceleration. Adding 4% chloride by weight of cement for accelerating rebar corrosion resulted in an average crack that was 82% larger than in the case of ASR accelerated with the addition of sodium hydroxide. The addition of alkali resulted in an increase in early-age (7-day) strength. At a total alkali loading of 2.98 kg/m , 3.84 kg/m and 5.57 kg/m , the 28-day compressive strength of concrete decreased by 3%, 10% and 24%, respectively. Similarly, a higher early-age strength and a lower later-age strength was observed for the concrete in the presence of corrosive calcium chloride. The results from this research are expected to inform future studies on the long-term performance of RC structures under accelerated ASR and corrosion.
机译:本研究重点介绍了主要老化机制的两个单独研究:碱 - 二氧化硅反应性(ASR)和加强钢(钢筋)混凝土的腐蚀,这两者都可能导致符合混凝土的可用性或强度要求的过早未能结构体。然而,这些过程发生得非常缓慢,跨越数十年。研究了直接化学添加剂对新鲜混凝土的影响加速ASR和加强钢对随后材料的新鲜和硬化性能的腐蚀,以通知大规模研究中的化学品。钢筋混凝土(RC)的劣化通过膨胀,裂缝,散装扩散和表面电阻率测量和压缩,分裂拉伸和抗弯强度试验来确定。结果表明,由于ASR和钢筋的腐蚀,可以有效地加速氢氧化钠和氯化钙和氯化钙的混凝土中的裂缝形成和繁殖。无论老化加速度的强度如何,ASR诱导的裂缝在测量时段保持恒定裂缝宽度从0.05mm到0.1mm的恒定裂缝宽度。加入4%的水泥的氯化物,用于加速钢筋腐蚀,导致平均裂缝比在加速氢氧化钠加速ASR的情况下大82%。添加碱产生早期(7天)强度的增加。总碱负载量为2.98千克/米,3.84千克/米和5.57千克/米,混凝土的28天抗压强度分别下降3%,10%和24%。类似地,在存在腐蚀性氯化钙的情况下,将在混凝土中观察到更高的早期强度和较低的后期强度。这项研究的结果预计会通知未来研究加速ASR和腐蚀下RC结构的长期性能。

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