Water Absorption, Density, Mechanical Strengths and High-temperature Resistance of Metakaolin-based Geopolymer Concrete Reinforced with Hybrid Polyolefin and Simple Polypropylene Fibers

Publish Year: 1400
نوع سند: مقاله ژورنالی
زبان: English
View: 211

This Paper With 15 Page And PDF Format Ready To Download

  • Certificate
  • من نویسنده این مقاله هستم

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این Paper:

شناسه ملی سند علمی:

JR_ARCE-3-2_001

تاریخ نمایه سازی: 6 شهریور 1400

Abstract:

In recent years, geopolymer has been introduced as a novel and green alternative to the Portland cement. On the other hand, in terms of technical characteristics, concrete has some disadvantages, most notably low tensile strength and consequently low ductility. Therefore, the use of different fibers in the concrete mixture is considered as an appropriate solution to eliminate these defects. In this experimental study, two types of polymer fibers, including simple polypropylene and ۴-element polyolefin hybrid fibers, were used to manufacture fiber reinforced geopolymer concrete specimens. In this regard, fiber reinforced and non-fiber specimens were made and associated tests including: density, water absorption, compressive, indirect tensile and flexural strengths, were performed. Also, to study effect of fibers on high-temperature resistance of metakaolin-based geopolymer concrete, specimens weight and compressive strength loss percentage after exposure to high temperatures up to ۸۰۰ °C, were measured. The obtained results indicated that using fibers in geopolymer concrete mixture, result in increasing compressive, indirect tensile and flexural strengths and also decreasing in density and water absorption. Further, the use of hybrid fibers due to their ability to inhibit the cracking process from both micro and macro levels, significantly improved compressive, indirect tensile and flexural strengths compared to simple fibers. In term of high-temperature resistance, although the polymer fibers reduced the risk of the explosive sapling of specimens, resulting in less weight loss than non-fiber specimen, but overall, it can be concluded that these fibers did not have a significant effect on the high-temperature resistance of geopolymer concrete.

Keywords:

Authors

Amir Bahador Moradikhou

Ph.D. candidate in Engineering and Construction Management, Department of Civil Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran

Alireza Esparham

M. Sc. of Earthquake Engineering, Department of Civil Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran.

مراجع و منابع این Paper:

لیست زیر مراجع و منابع استفاده شده در این Paper 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 Paper لینک شده اند :
  • [۱]- Moradikhou, A. B., Esparham, A., and Avanaki, M. J., ...
  • [۲]- Moradikhou, A. B., Hosseini, M. H., Mousavi Kashi, A., ...
  • [۳]- Phummiphan, I., Horpibulsuk, S., Rachan, R., Arulrajah, A., Shen, ...
  • [۴]- Behnood, A. and Golafshani, E. M., ۲۰۱۸, Predicting the ...
  • [۵]- Assi, L. N., Eddie Deaver, E. and Ziehl, P., ...
  • [۶]- Andrejkovičová, S., Sudagar, A., Rocha, J., Patinha, C., Hajjaji, ...
  • [۷]- Chen, C., Habert, G., Bouzidi, Y., and Jullien, A., ...
  • [۸]- Moradikhou, A. B., Esparham, A. and Jamshidi Avanaki, M., ...
  • [۹]- Bashir, I., Kapoor, K. and Sood, H., ۲۰۱۷, An ...
  • [۱۰]- Ekinci, E., Türkmen, İ., Kantarci, F. and Karakoç, M. ...
  • [۱۱]- Karakoç, M. B., Türkmen, İ., Maras, M. M., Kantarci, ...
  • [۱۲]- Neupane, K., Chalmers, D., and Kidd, P., ۲۰۱۸, High-Strength ...
  • [۱۳]- Karthik, A., Sudalaimani, K., and Vijaya Kumar, C. T.,۲۰۱۷, ...
  • [۱۴]- Bagheri, A., and Nazari, A., ۲۰۱۴, Compressive strength of ...
  • [۱۵]- Cheng, T. W., and Chiu, J. P., ۲۰۰۳, Fire-resistant ...
  • [۱۶]- Sarker, P. K., Kelly, S. and Yao, Z., ۲۰۱۴, ...
  • [۱۷]- Lee, W. K. W., and van Deventer, J. S. ...
  • [۱۸]- Palomo, A., Blanco-Varela, M. T., Granizo, M., Puertas, F., ...
  • [۱۹]- Zhang, H. Y., Kodur, V., Qi, S. L., Cao, ...
  • [۲۰]- Wallah, S. E., ۲۰۱۰, Creep Behaviour of Fly Ash-Based ...
  • [۲۱]-DeSilva, P., Sagoe Crenstil, K., and Sirivivatnanon, V., ۲۰۰۷, Kinetics ...
  • [۲۲]- Gao, K., Lin, K. L., Wang, D., Hwang, C. ...
  • [۲۳]- Görhan, G., and Kürklü, G., ۲۰۱۴, The influence of ...
  • [۲۴]- Esparham, A., Moradikhou, A. B. and Jamshidi Avanaki, M., ...
  • [۲۵]- Naaman, A. E., Wongtanakitcharoen, T. and Hauser, G., ۲۰۰۵, ...
  • [۲۶]-ACI Committee ۵۴۴, ۱۹۹۶, Measurements of Properties of Fiber Reinforced ...
  • [۲۷]- Soroushian, P., ۱۹۸۶, Secondary reinforcement adding cellulose fibers, ACI ...
  • [۲۸]- Celik, A., Yilmaz, K., Canpolat, O., Al-Mashhadani, M. M., ...
  • [۲۹]- Al-Majidi, M. H., Lampropoulos, A. and Cundy, A. B., ...
  • [۳۰]- Gao, X., Yu, Q. L., Yu, R., and Brouwers, ...
  • [۳۱]- Asrani, N. P., Murali, G., Parthiban, K., Surya, K., ...
  • [۳۲]- Alberti, M. G., Enfedaque, A., Gálvez, J. C., Cánovas, ...
  • [۳۳]- Han, T. Y., Lin, W. T., Cheng, A., Huang, ...
  • [۳۴]- Deng, Z., Shi, F., Yin, S. and Tuladhar, R., ...
  • [۳۵]-ASTM C۱۲۷-۱۵, ۲۰۱۵, Standard Test Method for Relative Density (Specific ...
  • [۳۶]-ASTM C۱۲۸-۱۵, ۲۰۱۵, Standard Test Method for Relative Density (Specific ...
  • [۳۷]-ASTM C۱۳۶ / C۱۳۶M-۱۴, ۲۰۱۴, Standard Test Method for Sieve ...
  • [۳۸]-ASTM D۲۴۱۹-۱۴, ۲۰۱۴, Standard Test Method for Sand Equivalent Value ...
  • [۳۹]-British Standards Institution, ۱۹۸۳, Testing Concrete: Method for Determination of ...
  • [۴۰]-ASTM C۴۹۶ / C۴۹۶M-۱۷, ۲۰۱۷, Standard Test Method for Splitting ...
  • [۴۱]-ASTM C۲۹۳ / C۲۹۳M-۱۶, ۲۰۱۶, Standard Test Method for Flexural ...
  • [۴۲]-ASTM C۱۰۱۸-۹۷, ۱۹۹۷, Standard Test Method for Flexural Toughness and ...
  • [۴۳]-ASTM C۶۴۲-۱۳, ۲۰۱۳, Standard Test Method for Density, Absorption, and ...
  • [۴۴]- Ganesan, N., Abraham, R. and Deepa Raj, S., ۲۰۱۵, ...
  • [۴۵]- Noushini, A., Hastings, M., Castel, A., and Aslani, F., ...
  • [۴۶]- Zhang, H., Wang, L., Zheng, K., Bakura, T. J., ...
  • [۴۷]- Sukontasukkul, P., Pongsopha, P., Chindaprasirt, P. and Songpiriyakij, S., ...
  • [۴۸]- Zhang, Z. H., Yao, X., Zhu, H. J. Hua, ...
  • [۴۹]- Duxson, P., Fernández-Jiménez, A., Provis, J. L., Lukey, G. ...
  • [۵۰]- Hua-Jun, Z., Xiao, Y. and Zu-Hua, Z., ۲۰۰۷, Optimum ...
  • [۵۱]- Yunsheng, Z., Wei, S. and Zongjin, L., ۲۰۰۶, Impact ...
  • [۵۲]- Grünewald, S., ۲۰۰۴, Performance-based design of self-compacting fibre reinforced ...
  • [۵۳]- Fang, C., Xie, J., Zhang, B., Yuan, B., and ...
  • [۵۵]- Su, H., Xu, J., and Ren, W., ۲۰۱۶, Mechanical ...
  • [۵۵]-Kong, D. L. Y., Sanjayan, J. G., and Sagoe-Crentsil, K., ...
  • [۵۶]- Uysal, M., ۲۰۱۲, Self-compacting concrete incorporating filler additives: Performance ...
  • نمایش کامل مراجع