نوع مقاله : مقاله پژوهشی
نویسندگان
1 استادیار، گروه مهندسی عمران، واحد شیراز، دانشگاه آزاد اسلامی، شیراز، ایران
2 کارشناس ارشد عمران گرایش مهندسی و مدیریت ساخت، دانشکدهی عمران، دانشگاه صنعتی شریف (پردیس کیش)، کیش، ایران
3 کارشناس ارشد، گروه مهندسی عمران، واحد شیراز، دانشگاه آزاد اسلامی ، شیراز، ایران
چکیده
کلیدواژهها
موضوعات
عنوان مقاله [English]
نویسندگان [English]
Reinforced concrete marine structures located in coastal and corrosive environments are subjected to the attack of destructive chloride ions. In addition, sea waves and coastal storms impose significant stresses on the concrete, resulting in corrosion, abrasion, repeated cycles of wetting and drying, and chemical reactions involving chloride and sulfate ions. One of the main challenges for concrete structures near the shore is their high permeability to moisture and water, which leads to issues such as deterioration and cracking throughout the concrete. In particular, chloride and sulfate ions, which are among the primary causes of corrosion in reinforced concrete, can easily penetrate the structure due to high permeability and cause extensive damage. Therefore, it is essential to employ methods to minimize the permeability of concrete. In this study, with the aim of reducing concrete permeability and improving its durability against chloride ion penetration, a combination of nanographene and nano titanium dioxide was used in the concrete mix. The tests conducted in this study included slump, compressive strength at different ages, water absorption in hardened concrete, and durability against chloride ion penetration using the RCMT method. The results demonstrated that the use of the nanographene and nano titanium dioxide combination did not significantly affect the concrete slump, but the addition of nanographene negatively impacted the cement hydration reaction and reduced the compressive strength of the concrete. Specifically, the addition of 1.5% nanographene decreased the 90-day compressive strength by up to 22.5%. However,
کلیدواژهها [English]