Effects of fly ash and nano-CuO on properties of high performance concrete
محل انتشار: کنفرانس بین المللی علوم و مهندسی
سال انتشار: 1394
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 831
فایل این مقاله در 13 صفحه با فرمت PDF قابل دریافت می باشد
- صدور گواهی نمایه سازی
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
ICESCON01_0460
تاریخ نمایه سازی: 25 بهمن 1394
چکیده مقاله:
This study investigates the mechanical and water absorption properties of high performance concrete specimens containing various percentages of nano-CuO (NC) and fly ash (FA). CuO nanoparticles with the average particle size of 02 nm were added at the proportions of %1, 01 and %1 by weight of concrete. Dosage of 021 fly ash was used in blended cement to study the mechanical properties in high performance concrete. Also Compressive strength, water absorption and electrical resistivity were considered observing the durability properties of HPC (high performance concrete) specimens containing fly ash. The mechanical properties of concretes in presence of FA and NC were investigated. The results showed an increase in strength of high performance concretes by using FA and NC. The optimum dosage of nanoparticles was found to be 01 and %1 for strength and porosity enhancement respectively. The best results for mechanical strength at the end of 7 and 02 days were found with 021FA + %1 NC. It can be deduced that the properties of these mixtures were significantly improved by the addition of CUO nanoparticles.
کلیدواژه ها:
نویسندگان
Bahareh Mehdizadeh Miayandehi
Head of Department of Civil Engineering, University of Borhan Niroye Shomal, Rasht, Iran
Ali Tahbaz
Department of Civil Engineering, University of Noshirvani, Babol, Iran
Seyed Jahed Lahiji
Department of Civil Engineering, University of Guilan, Rasht, Iran
Malahat Kochakpour
Department of Civil Engineering, Aryan Institute of science, Babol, Iran
مراجع و منابع این مقاله:
لیست زیر مراجع و منابع استفاده شده در این مقاله را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود مقاله لینک شده اند :