PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Effect of Rice Straw Ash (RSA) as partially replacement of cement toward fire resistance of self-compacting concrete

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Malaysia’s construction industry is experiencing rapid growth, translating into increased demand for cement. However, cement production pollutes the air to the detriment of the climate via CO2 emission, making research into a cementitious replacement in concrete a necessity. This paper details an experimental study of self-compacting concrete (SCC) with partial replacement of cement by rice straw ash (RSA), which is expected to result in environmental preservation due to the green materials being used in cement production. The physicomechanical properties of the SCC with RSA replacement were determined via its compressive strength, water absorption, self-workability, and fire resistance (residual strength after exposure to high temperatures). The proportion of RSA replacement used were 0%, 5%, 10%, 15%, 20%, and 25%, and all passed the slump flow test, except the 20% and 25% samples. The SCC samples with 15% of RSA replacement reported the highest compressive strength at 7 and 28 curing days and the highest residual strength post-exposure to high temperatures. The lowest percentage of water absorption was reported by the 15% of RSA replacement, with a density of 2370 kg/m3
Twórcy
  • Universiti Malaysia Perlis, Faculty of Civil Engineering Technology, Padang Besar, Malaysia
  • Centre of Excellence Geopolymer and Green Technology (CEGeoGTech)
autor
  • Universiti Malaysia Perlis, Faculty of Civil Engineering Technology, Padang Besar, Malaysia
  • Universiti Malaysia Perlis, Faculty of Chemical Engineering, Kangar, Malaysia
  • Centre of Excellence Geopolymer and Green Technology (CEGeoGTech)
autor
  • Universiti Malaysia Perlis, Faculty of Civil Engineering Technology, Padang Besar, Malaysia
  • Universiti Malaysia Perlis, Faculty of Civil Engineering Technology, Padang Besar, Malaysia
  • Faculty of Mechanical Engineering and Computer Science, Czestochowa University of Technology, Czestochowa, Poland
  • Department of Physics, Czestochowa University of Technology, Czestochowa, Poland
  • Universiti Teknologi MARA, School of Civil Engineering, College of Engineering, Shah Alam, Malaysia
  • Department of Civil Engineering, College of Engineering, Universiti Malaysia, Gambang
  • Faculty of Materials Science and Engineering, Gheorghe Asachi Technical University of Iasi, Iasi, Romania
autor
  • Division of Materials Processing Technology and Computer Techniques in Materials Science, Silesian University of Technology, Gliwice, Poland
Bibliografia
  • [1] M. Nematollahzade, A. Tajadini, I. Afshoon, F. Aslani, “Influence of different curing conditions and water to cement ratio on properties of self-compacting concretes”, Construction and Building Materials, 2020, vol. 237, DOI: 10.1016/j.conbuildmat.2019.117570.
  • [2] N. Su, K.C. Hsu, H.W. Chai, “A simple mix design method for self-compacting concrete”, Cement and Concrete Research, 2001, vol. 31, no. 12, pp. 1799-1807, DOI: 10.1016/S0008-8846(01)00566-X.
  • [3] M.R. Geiker, “Self-compacting concrete (SCC)”, in Developments in the Formulation and Reinforcement of Concrete. Elsevier Ltd., 2008, pp. 187-207.
  • [4] B.S. Thomas, “Green concrete partially comprised of rice husk ash as a supplementary cementitious material - A comprehensive review”, Renewable and Sustainable Energy Reviews, 2018, vol. 82, pp. 3913-3923, DOI: 10.1016/j.rser.2017.10.081.
  • [5] S. Munshi, R.P. Sharma, “Utilization of rice straw ash as a mineral admixture in construction work”, Materials Today: Proceedings, 2019, vol. 11, pp. 637-644, DOI: 10.1016/j.matpr.2019.03.021.
  • [6] M.A. El-Sayed, T.M. El-Samni, “Physical and Chemical Properties of Rice Straw Ash and Its Effect on the Cement Paste Produced from Different Cement Types”, Journal of King Saud University - Engineering Sciences, 2006, vol. 19, no. 1, pp. 21-29.
  • [7] I.S. Agwa, O.M. Omar, B.A. Tayeh, B.A. Abdelsalam, “Effects of using rice straw and cotton stalk ashes on the properties of lightweight self-compacting concrete”, Construction and Building Materials, 2020, vol. 235, DOI: 10.1016/j.conbuildmat.2019.117541.
  • [8] J. Ahmad, R.F. Tufail, F. Aslam, A. Mosavi, R. Alyousef, M. Faisal Javed, O. Zaid, M.S. Khan Niazi, “A Step towards Sustainable Self-Compacting Concrete by Using Partial Substitution of Wheat Straw Ash and Bentonite Clay Instead of Cement”, Sustainability, 2021, vol. 13, no. 2, DOI: 10.3390/su13020824.
  • [9] M.E. Rahman, A.S. Muntohar, V. Pakrashi, B.H. Nagaratnam, D. Sujan, “Self compacting concrete from uncontrolled burning of rice husk and blended fine aggregate”, Materials and Design, 2014, vol. 55, pp. 410-415, DOI: 10.1016/j.matdes.2013.10.007.
  • [10] N.A. Hamirudin, K. Muhamad, N.Z. Zainol, R.A. Razak, M.Z.A. Zahid, “Development of Self Consolidating Concrete (SCC) Using Crushed Waste Clay Brick as Alternative Aggregate”, Journal of Physics: Conference Series, 2020, vol. 1529, art. ID 042030.
  • [11] A. Pandey, B. Kumar, “Evaluation of water absorption and chloride ion penetration of rice straw ash and microsilica admixed pavement quality concrete”, Heliyon, 2019, vol. 5, no. 8, DOI: 10.1016/j.heliyon.2019.e02256.
  • [12] K.T. Nguyen, Q.D Nguyen, T.A. Le, J. Shin, K. Lee, “Analyzing the compressive strength of green fly ash based geopolymer concrete using experiment and machine learning approaches”, Construction and Building Materials, 2020, vol. 247, DOI: 10.1016/j.conbuildmat.2020.118581.
  • [13] O. Arioz, “Effects of elevated temperatures on properties of concrete”, Fire Safety Journal, 2007, vol. 42, no. 8, pp. 516-522.
  • [14] M.Z.A. Mohd Zahid, B.H. Abu Bakar, F.M. Nazri, “Behaviour of Post Heated Reinforced Concrete Columns”, IOP Conference Series: Earth and Environmental Science, 2019, vol. 244, no. 1, DOI: 10.1088/1755-1315/244/1/012006.
  • [15] ASTM C1611 / C1611M “Standard Test Method for Slump Flow of Self-Consolidating Concrete”, 2018.
  • [16] ASTM C1403 “Standard Test Method for Rate of Water Absorption of Masonry Mortars”, 2015.
  • [17] ASTM C138 / C138M-17a. “Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete”, 2017.
  • [18] ASTM C39 / C39M “Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens”, 2021.
  • [19] British Standard 476 “Fire Testson building materials and structures. Non-combustibility test for materials”, 1970.
  • [20] A. Pandey, B. Kumar, “Effects of rice straw ash and micro silica on mechanical properties of pavement quality concrete”, Journal of Building Engineering, 2019, vol. 26, DOI: 10.1016/j.jobe.2019.100889.
  • [21] A.M. Elaty, “Compressive strength prediction of Portland cement concrete with age using a new model”, HBRC Journal, 2014, vol. 10, no. 2, pp. 145-155, DOI: 10.1016/j.hbrcj.2013.09.005.
  • [22] H.W. Reinhardt, M. Stegmaier, “Influence of heat curing on the pore structure and compressive strength of self-compacting concrete (SCC)”, Cement and Concrete Research, 2006, vol. 36, no. 5, pp. 879-885.
  • [23] M. Tufail, K. Shahzada, B. Gencturk, J. Wei, ”Effect of Elevated Temperature on Mechanical Properties of Limestone, Quartzite and Granite Concrete”, International Journal of Concrete Structures and Materials, 2017, vol. 11, no. 1, pp. 17-28.
  • [24] S.R.C. Madduru, K.S. Shaik, R. Velivela, V.K. Karri, “Hydrophilic and hydrophobic chemicals as self curing agents in self compacting concrete”, Journal of Building Engineering, 2020, vol. 28, DOI: 10.1016/ j.jobe.2019.101008.
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-fc8a450d-611b-45d8-a71b-9a983166b55a
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.