بررسی آزمایشگاهی و عددی تاثیر PET و الیاف فولادی بر روی مقاومت خمشی و منحنی تنش-کرنش فشاری بتن های خودتراکم

[1] C. Klockner, A comprehensive model of the psychology of environmental behaviour—A meta-analysis, Global Environmental Change 23 (2013) 1028-1038

[2] Al-Hadithi. A, Naji Hilal. N, The possibility of enhancing some properties of self-compacting concrete by adding waste plastic fibers, Journal of Building Engineering 8 (2016) 20-28.

[3] Y. Ghernouti, B. Rabehi, T. Bouziani, H. Ghezraoui, A. Makhloufi, Fresh and hardened properties of self-compacting concrete containing plastic bag waste fibers (WFSCC), Constr. Build. Mater 82 (2015), 89–100.

[4] R. Noroozi, G. Shafabakhsh, A. Kheyroddin, A. Mohammadzade Moghadam, Investigating the effects of recycled PET particles, shredded recycled steel fibers and Metakaolin powder on the properties of RCCP, Construction and Building Materials 224 (2019) 173–187

[5] M. Gholhaki, A. Kheyroddin, M. Hajforoush, M. Kazemi, an investigation on the fresh and hardened properties of self-compacting concrete incorporating magnetic water with various pozzolanic materials, Construction and Building Materials 158 (2018) 173–180.

[6] R. Saleh Ahari, T. Kamel Erdem, K. Ramyar, Effect of various supplementary cementitious materials on rheological properties of self-consolidating concrete, Construction and Building Materials 75 (2015) 89–98.

[7] R. Saleh Ahari, T. Kamel Erdem, K. Ramyar, Permeability properties of self-consolidating concrete containing various supplementary cementitious materials, Construction and Building Materials 79 (2015) 326–336.

[8] S. Yang, X. Yue, X. Liu, Y. Tong, Properties of self-compacting lightweight concrete containing recycled plastic particles, Construction and Building Materials 84 (2015) 444–453.

[9] J. Sanjeev, K. Sai Nitesh, Study on the effect of steel and glass fibers on fresh and hardened properties of vibrated concrete and self-compacting concrete, Materials Today: Proceedings 27 (2020) 1559-1568.

[10] M. Mastali, A. Dalvand, Fresh and Hardened Properties of Self-Compacting Concrete Reinforced with Hybrid Recycled Steel–Polypropylene Fiber, Journal of Materials in Civil Engineering 29 (2017).

[11] S. Hama, N, Hilal, Fresh properties of self-compacting concrete with plastic waste as partial replacement of sand, International Journal of Sustainable Built Environment 6 (2017) 299–308.

[12] W. Elemam, A. Abdelraheem, M, Mahdy, A, Tahwia, optimizing fresh properties and compressive strength of self-consolidating concrete, Construction and Building Materials 249 (2020) 118781.

[13] M. Aldahdooh, A. Jamrah, A. Alnuaimi, M. Martini, M. Ahmed, A, Ahmed, Influence of Various Plastics-Waste Aggregates on Properties of Normal Concrete, Journal of Building Engineering 17 (2018) 13-22.

[14] M. Khashaa Mohammed, A. Ismail Al-Hadithi, M. Mohammed, Production and optimization of eco-efficient self-compacting concrete SCC with limestone and PET, Construction and Building Materials 197 (2019) 734–746.

[15] O. Rezaifar, M. Hasanzadeh, M. Gholhaki, Concrete made with hybrid blends of crumb rubber and metakaolin: Optimization using Response Surface Method, Construction and Building Materials 123 (2016) 59–68.

[16] M. Aziminezhad, M. Mahdikhani, M, Memarpour, RSM-based modeling and optimization of self-consolidating mortar to predict acceptable ranges of rheological properties, Construction and Building Materials 189 (2018) 1200–1213.

[17] N. Sultana, S. Zakir Hossein, M. Shah Alam, M. Hashish, M. Islam, An experimental investigation and modeling approach of response surface methodology coupled with crow search algorithm for optimizing the properties of jute fiber reinforced concrete, Construction and Building Materials 243 (2020) 118216.

[18] T. Awolusi, O. Oke, O. Akinkurolere, A. Sojobi, Application of Response Surface Methodology: Predicting and optimizing the properties of concrete containing steel fibre extracted from waste tires with limestone powder as filler, Case Studies in Construction Materials 10 (2019).

[19] I. Ferdosian, A. Camoes, Eco-efficient ultra-high performance concrete development by means of response surface methodology, Cement and Concrete Composites 84 (2017) 146-156.

[20] T.F. Awolusi, O.L. Oke, O.O. Akinkurolere, A.O. Sojobi, Application of response surface methodology: Predicting and optimizing the properties of concrete containing steel fibre extracted from waste tires with limestone powder as filler, Case Studies in Construction Materials 10 (2019) .

[21] M. Balcikanli Bankir, U. Korkut Sevim, Performance optimization of hybrid fiber concrete according to mechanical properties, Construction and Building Materials 261 (2020) 119952.

[22] Soares, R. C., Mohamed, A., Venturini, W. S., & Lemaire, M. (2002). Reliability analysis of non-linear reinforced concrete frames using the response surface method. Reliability Engineering & System Safety, 75(1), 1-16.

[23] Montgomery, D.C., Eighth edition (2008), Design and analysis of experiments, John Wiley & Sons.

[24] ASTM C150/C150M – Standard Specification for Portland Cement, in: ASTM International, 2016

[25] ASTM C494-08. Standard specification for chemical admixtures for concrete. ASTM International; 2008.

[26] EFNARC. Self-compacting concrete, European project group. The European guidelines for self-compacting concrete: specification, production and use; 2005

[27] B.S. EN, 12390-3 (2009) testing hardened concrete—part 3: compressive strength of test specimens, British Standards Institution, 2009

[28] ASTM C293/C293M- Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Center-Point Loading), 2016.

[29] ASTM C617 / C617M-15, "Standard practice for capping cylindrical concrete specimens", ASTM International, West Conshohocken, 2015.

[30]- A. Sadrmomtazi, S. Dolati-Milehsara, O. Lotfi-Omran, A. Sadeghi-Nik, The combined effects of waste PET particles and pozzolanic materials on the properties of self-compacting concrete, Journal of Cleaner Production 112 (2016) 2363-2373.

[31] B. AbdelAleem, M. Ismail, A. Hassan, the combined effect of crumb rubber and synthetic fibers on impact resistance of self-consolidating concrete, Construction and Building Materials 162 (2018) 816–829.

[33] A. Tasnimi, "Mathematical model for complete stress–strain curve prediction of normal, light-weight and high-strength concretes", Magazine of Concrete Research 56 (2004) 23-34.

[34] M. Pajak, J. Janiszewski, L. Kruszka, Laboratory investigation on the influence of high compressive strain rates on the hybrid fibre reinforced self-compacting concrete, Construction and Building Materials 227 (2019) 116687.

[35] CEB-FIP, " Diagnosis and assessment of concrete structures – state of the art report ", CEB Bull 192; 1989: 83–5.