اثر درجه حرارت و تعداد سیکلهای گرم شدن- خنک شدن بر روی چقرمگی شکست مود I، مود II و مود ترکیبی (Ӏ-II) بتن

[1]. Feng, G., Kang, Y., Chen, F., Liu, Y. W., & Wang, X. C. (2018). ‘The influence of temperatures on mixed-mode (I+ II) and mode-II fracture toughness of sandstone’. Engineering Fracture Mechanics, 189, 51-63.

[2]. Ayatollahi, M. R., & Aliha, M. R. M. (2008). ‘On the use of Brazilian disc specimen for calculating mixed mode I–II fracture toughness of rock materials’. Engineering Fracture Mechanics, 75(16), 4631-4641.

[3]. Lim, I. L., Johnston, I. W., & Choi, S. K. (1994). ‘Assessment of mixed-mode fracture toughness testing methods for rock’. In International journal of rock mechanics and mining sciences & geomechanics abstracts, 31(3), 265-272).

[4]. Awaji, H. and Sato, S. (1978). ‘Combined Mode Fracture Toughness Measurement by the Disc Test, J. of Engng’. Materials and Tech., 100, 175-182.

[5]. Sanchez, E. (1979). ‘Inverses of fuzzy relations. Application to possibility distributions and medical diagnosis’. Fuzzy sets and systems, 2(1), 75-86.

[6]. Khan, K. (1998). ‘Fracture toughness investigation of an indigenous limestone rock formation’. (Doctoral dissertation, King Fahd University of Petroleum and Minerals).

[7]. Atkinson, C., Smelser, R. E., & Sanchez, J. (1982). ‘Combined mode fracture via the cracked Brazilian disk test’. International Journal of Fracture, 18(4), 279-291.

[8]. Chong K, Kuruppu M (1984). ‘New specimen for fracture toughness determination for rock and other materials’. Int J Fract 26, 59–62.

[9]. Aliha, M.R.M., Mahdavi, E. and Ayatollahi, M.R., 2017. ‘The influence of specimen type on tensile fracture toughness of rock materials’. Pure and Applied Geophysics, 174(3), 1237-1253.

[10]. Kundu, T. (2008). ‘Fundamentals of fracture mechanics’. CRC press.

[11]. Funatsu, T., Kuruppu, M., & Matsui, K. (2014). ‘Effects of temperature and confining pressure on mixed-mode (I–II) and mode II fracture toughness of Kimachi sandstone’. International Journal of Rock Mechanics and Mining Sciences, (67), 1-8.

[12]. Xiankai, B., Meng, T., & Jinchang, Z. (2018). ‘Study of mixed mode fracture toughness and fracture trajectories in gypsum interlayers in corrosive environment’. Royal Society open science, 5(1), 171374.

[13]. Erarslan, N. (2019). Analysing mixed mode (I–II) fracturing of concrete discs including chevron and straight-through notch cracks. International Journal of Solids and Structures, 167, 79-92.

[14]. Hosseini, M. (2017). .Effect of temperature as well as heating and cooling cycles on rock properties’. Journal of Mining and Environment, 8(4), 631-644.

[15]. Ghazvinian, Abdolhadi, Hamid Reza Nejati, Vahab Sarfarazi, and Mir Raouf Hadei. ‘Mixed mode crack propagation in low brittle rock-like materials’. Arabian Journal of Geosciences 6, no. 11 (2013), 4435-4444.

[16]. Al-Shayea, N. A., & Khan, K. (2001). ‘Fracture Toughness Envelope of a Limestone Rock at High Confining Pressure and Temperature’. In ICF10, Honolulu (USA).

[17]. Feng, G., Wang, X., Wang, M., & Kang, Y. (2020). ‘Experimental investigation of thermal cycling effect on fracture characteristics of granite in a geothermal-energy reservoir’. Engineering Fracture Mechanics, 235, 107180.

[18]. National Standard Organization of Iran, (2013). ‘Mixing chamber, humidity chamber, humidity chamber and water baths used in the test of hydraulic cement and concrete’, Standard No. 17040 (in persian)

[19] Ulusay, R., & Hudson, J. A.  (1978). Suggested methods for determining tensile strength of rock materials, Int J Rock Mech Min Sci Geomech Abstr, 15, 99–103.

[20] Bieniawski, Z. T., & Bernede, M. J. (1979). Suggested methods for determining the uniaxial compressive strength and deformability of rock materials, Int J Rock Mech Min Sci, 16, 138–140.

[21] Vogler, U.,  Kovari, K.  (1978). Suggested methods for determining the strength of rock materials in triaxial compression, Int J Rock Mech Min Sci Geomech Abstr, 15, 47–51.

[22] Franklin, J. A. (1979). Suggested method for determining water content, porosity,density, absorption and related properties and swelling and slake durability index properties, Int J Rock Mech Min Sci, 16, 141–156.

[23] Rummel, F., Van Heerden, W. (1978). Suggested methods for determining sound velocity, Int J Rock Mech Min Sci Geomech Abstr, 15, 53–58.

[24]. Lippiatt, N. R., & Bourgeois, F. S. (2014). ‘Recycling-oriented investigation of local porosity changes in microwave heated-concrete’. KONA Powder and Particle Journal, 31, 247-264.

[25]. Sadri Mumtazi, A.,  Nosrati, H., Tahmoursi, m. (2013). ‘Evaluation of fibrous concrete properties containing recycled aggregates using non-destructive methods’, Journal of Concrete Research, 6(1) 73-76 (in persian).

[26]. Hejazi, M.  Hashemi, M. Batawani, M. (2013). ‘The effect of steel fibers on mechanical properties and performance against heat and frost of self-compacting lightweight concrete’,Concrete Research, 6(1) 47-63 (in persian).

[27]. Khoury, G. (1992). ‘Compressive strength of concrete at high temperatures’. a reassessment, Magazine of concrete Research 44(161), 291-300.

[28]. Grattan-Bellew, P. E. (1996). ‘Microstructural investigation of deteriorated Portland cement concretes’. Construction and building materials, 10(1), 3-16.

[29]. Zhou, Q., & Glasser, F. P. (2001). ‘Thermal stability and decomposition mechanisms of ettringite at< 120 C. Cement and Concrete Research’, 31(9), 1333-1339.

[30]. Abdel-Fattah, H., & Hamoush, S. A. (1997). ‘Variation of the fracture toughness of concrete with temperature’. Construction and Building Materials, 11(2), 105-108.