Brazilian Test of Concrete Specimens Subjected to Different Loading Geometries: Review and New Insights |
Garcia, Victor J.
(Universidad Tecnica Particular de Loja, UTPL)
Marquez, Carmen O. (Universidad Nacional de Chimborazo) Zuniga-Suarez, Alonso R. (Universidad Tecnica Particular de Loja, UTPL) Zuniga-Torres, Berenice C. (Universidad Tecnica Particular de Loja, UTPL) Villalta-Granda, Luis J. (Universidad Tecnica Particular de Loja, UTPL) |
1 | Mellor, M., & Hawkes, I. (1971). Measurement of tensile stregth by diametral compression of discs and snnuli. Engineering Geology, 5, 173-225. doi:10.1016/j.enggeo.2008.06.006. DOI |
2 | Minitab Inc. (2009). Minitab statistical software. State College, PA, USA. Retrieved from www.minitab.com. |
3 | Carmona, S., & Aguado, A. (2012). New model for the indirect determination of the tensile stress-strain curve of concrete by means of the Brazilian test. Materials and Structures, 45, 1473-1485. doi:10.1617/s11527-012-9851-0. DOI |
4 | Carneiro, F. L. L. B. (1943). A new method to determine the tensile strength of concrete. In 5th meeting of the Brazilian Association for Technical Rules, 3d. Section, (pp. 126-129). Associacao Brasileira de Normas Tecnicas-ABNT. |
5 | Carothers, S. D. (1920). The direct determination of stress. Proceedings of the Royal Society of London, 97(682), 110-123. DOI |
6 | Chen, X., Ge, L., Zhou, J., & Wu, S. (2017). Dynamic Brazilian test of concrete using split Hopkinson pressure bar. Materials and Structures. doi:10.1617/s11527-016-0885-6. DOI |
7 | Chen, X., Shao, Y., Chen, C., & Xu, L. (2016). Statistical analysis of dynamic splitting tensile strength of concrete using different types of jaws. Journal of Materials in Civil Engineering, 28(11), 4016117. DOI |
8 | Chen, X., Wu, S., & Zhou, J. (2014). Quantification of dynamic tensile behavior of cement-based materials. Construction and Building Materials, 51, 15-23. doi:10.1016/j.conbuildmat.2013.10.039. DOI |
9 | Erarslan, N., Liang, Z. Z., & Williams, D. J. (2012). Experimental and numerical studies on determination of indirect tensile strength of rocks. Rock Mechanics and Rock Engineering, 45, 739-751. doi:10.1007/s00603-011-0205-y. DOI |
10 | Frocht, M. M. (1947). Photoelasticity. New York: Wiley. |
11 | Nadai, A. (1927). Darstellung ebener Spannungszustande mit Hilfe von winkeltreuen Abbildungen. Zeitschrift fur Physik, 41(1), 48-50. DOI |
12 | Zain, M. F. M., Mahmud, H. B., Ilham, A., & Faizal, M. (2002). Prediction of splitting tensile strength of high-performance concrete. Cement and Concrete Research, 32, 1251-1258. doi:10.1016/S0008-8846(02)00768-8. DOI |
13 | Zhu, W. C., & Tang, C. A. (2006). Numerical simulation of Brazilian disk rock failure under static and dynamic loading. International Journal of Rock Mechanics and Mining Sciences, 43, 236-252. doi:10.1016/j.ijrmms.2005.06.008. DOI |
14 | Sadd, M. H. (2009). Elasticity theory, applications and numerics. New York: Elsevier Inc. |
15 | Griffith, A. A. (1920). The phenomena of rupture and flow in solids. Philosophical Transactions of the Royal Society, A221, 163. |
16 | Guo, H., Aziz, N. I., & Schmidt, L. C. (1993). Rock fracture-toughness determination by the Brazilian test. Engineering Geology, 33, 177-188. doi:10.1016/0013-7952(93)90056-I. DOI |
17 | Murty, B. S. M., Shankar, P., Raj, B., Rath, B. B., & Murday, J. (2013). Nanoscience nanotechnology. In B. Raj (Ed.). New Delhi: Springer. doi:10.1007/978-3-642-28030-6. |
18 | Muskhelishvili, N. I. (1954). Some basic problems of the mathematical theory of elasticity: fundamental equations plane theory of elasticity torsion and bending. Springer-science Business Media, B. V. doi:10.1007/s13398-014-0173-7.2. |
19 | NBR. (2010). 7222 Concreto e argamassa - Determinacao da resistencia a tracao por compressao diametral de corpos de prova cilindricos. Rio de Janeiro: ASSOCIACAO BRASILEIRA DE NORMAS TECNICAS. |
20 | NCh. (1977). 1170: Of 77 Hormigon-Ensayo de traccion por hendimiento. Santiago de Chile: Instituto Nacional de Normalizacion. |
21 | Newman, J. B. (2003). Strength-testing machines for concrete. In J. B. Newman & B. S. Choo (Eds.), Advanced concrete technology set: Testing and quality. New York: Elsevier Butterworth Heinemann. doi:10.1016/b978-075065686-3/50265-2. |
22 | Hawkes, I., & Mellor, M. (1970). Uniaxial testing in rock mechanics laboratories. Engineering Geology, 4, 177-285. |
23 | Gutierrez Pulido, H., & Salazar, R. de la V. (2008). Analisis y diseno de experimentos. Igarss 2014 (2nd edn.). Mexico, DF.: McGraw-Hill Interamericana. doi:10.1007/s13398-014-0173-7.2. |
24 | Hanus, M. J., & Harris, A. T. (2013). Progress in Materials Science Nanotechnology innovations for the construction industry. Progress in Materials Science, 58(7), 1056-1102. doi:10.1016/j.pmatsci.2013.04.001. DOI |
25 | Hashiba, K., & Fukui, K. (2015). Index of loading-rate dependency of rock strength. Rock Mechanics and Rock Engineering, 48(2), 859-865. doi:10.1007/s00603-014-0597-6. DOI |
26 | Hertz, H. (1895). Gesammelte Werke (Collected Works). Leipzig. |
27 | Hondros, G. (1959). The evaluation of poisson's ratio and Young's modulus of materilas of a low tensile resistance by the Brazilian test. Australian Journal of Applied Science, 10(3), 243-268. |
28 | RILEM. (1994). CPC6 Tension splitting of concrete specimen. In technical recommendation for the testing and use of construction materials (pp. 21-22). London: RILEM. |
29 | NTE-INEN. (2011). 2380:2011 Cemento hidraulico. Requisitos de desempeno para cementos hidraulicos. Quito Ecuador: Instituto Ecuatoriano de Normalizacion. |
30 | Procopio, A. T., Zavaliangos, A., & Cunningham, J. C. (2003). Analysis of the diametrical compression test and the applicability to plastically deforming materials. Journal of Materials Science, 38, 3629-3639. doi:10.1023/A:1025681432260. DOI |
31 | Satoh, Y. (1986). Position and load of failure by in Brazilian test: A numerical analysis by Griffith criterion. Journal of Materials Science, Japan, 140(36), 1219-1224. |
32 | Huang, Y. G., Wang, L. G., Lu, Y. L., Chen, J. R., & Zhang, J. H. (2014). Semi-analytical and numerical studies on the flattened Brazilian splitting test used for measuring the indirect tensile strength of rocks. Rock Mechanics and Rock Engineering. doi:10.1007/s00603-014-0676-8. DOI |
33 | Hung, K. M., & Ma, C. C. (2003). Technical note: Theoretical analysis and digital photoelastic measurement of circular disks subjected to partially distributed compressions. Experimental Mechanics, 43(2), 216-224. doi:10.1177/0014485103043002011. DOI |
34 | IS. (1999). 5816:1999 splitting tensile strength of concrete method (1st revision, reaffirmed 2008). In CED 2: Cement and concrete. New Delhi: Bureau of Indian Standards. |
35 | Rocco, C., Guinea, G. V., Planas, J., & Elices, M. (2001). Review of the splitting-test standards from a fracture mechanics point of view. Cement and Concrete Research, 31, 73-82. doi:10.1016/S0008-8846(00)00425-7. DOI |
36 | Roux, S. (1998). Quasi-static contacts. In H. J. Herrmann, J.-P. Hovi, & S. Luding (Eds.), Physics of dry granular media (pp. 267-284). Dordrecht: Kluwer Academic Publishers. |
37 | Sokolnikoff, L. S. (1956). Mathematical theory of elasticity. New York: McGraw-Hill. |
38 | Tang, T. (1994). Effects of load-distributed width on split tension of unnotched and notched cylindrical specimens. Journal of Testing and Evaluation, 22(5), 401-409. doi:10.1520/JTE12656J. DOI |
39 | ISRM. (2007). Suggested methods for determining tensile strength of rock materials. In R. Ulusay & J. A. Hudson (Eds.), The complete ISRM suggested methods for rock characterization, testing and monitoring: 1974-2006 (pp. 177-184). ISRM. |
40 | Japanese Industrial Standards. (1951). A-1113 Standard method of test for tensile strength of concrete. |
41 | Tarifa, M., Poveda, E., Yu, R. C., Zhang, X., & Ruiz, G. (2013). Effect of loading rate on high-strength concrete: Numerical simulations. In J. G. M. Van Mier, G. Ruiz, C. Andrade, R. C. Yu, & X. X. Zhabg (Eds.), FraMCoS-8 (pp. 953-963). |
42 | Timoshenko, S. (1924). The approximate solution of two dimensional problems in elasticity. Philosophical Magazine, 47, 1095-1104. DOI |
43 | Timoshenko, S., & Goodier, J. N. (1951). Theory of elasticity. New York, PA: The Maple Press Company. |
44 | Timoshenko, S., & Goodier, J. N. (1969). Teoria de la elasticidad. Curso de fisica teorica. Elmsford: Pergamon Press. |
45 | UNE-EN. (2001). 12390-6 Ensayos de hormigon endurecido-Parte 6: Resistencia a traccion indirecta de probetas. Madrid Espana: Asociacion Espanola de Normalizacion y Certificacion. |
46 | Lavrov, A., Vervoort, A., Wevers, M., & Napier, J. A. L. (2002). Experimental and numerical study of the Kaiser effect in cyclic Brazilian tests with disk rotation. International Journal of Rock Mechanics and Mining Sciences, 39(3), 287-302. doi:10.1016/S1365-1609(02)00038-2. DOI |
47 | Komurlu, E., & Kesimal, A. (2014). Evaluation of indirect tensile strength of rocks using different types of jaws. Rock Mechanics and Rock Engineering. doi:10.1007/s00603-014-0644-3. DOI |
48 | Kourkoulis, S. K., Markides, C. F., & Chatzistergos, P. E. (2013a). The standardized Brazilian disc test as a contact problem. International Journal of Rock Mechanics and Mining Sciences, 57, 132-141. doi:10.1016/j.ijrmms.2012.07.016. DOI |
49 | Kourkoulis, S. K., Markides, C. F., & Hemsley, J. A. (2013b). Frictional stresses at the disc-jaw interface during the standardized execution of the Brazilian disc test. Acta Mechanica, 224(2), 255-268. doi:10.1007/s00707-012-0756-3. DOI |
50 | Le, H. T., Nguyen, S. T., & Ludwig, H.-M. (2014). A study on high performance fine-grained concrete containing rice husk ash. Concrete Structures and Materials, 8(4), 301-307. doi:10.1007/s40069-014-0078-z. DOI |
51 | Li, D., & Wong, L. N. Y. (2013). The Brazilian disc test for rock mechanics applications: Review and new insights. Rock Mechanics and Rock Engineering, 46(2), 269-287. doi:10.1007/s00603-012-0257-7. DOI |
52 | Love, A. E. H. (1927). Mathematical theory of elasticity (4th ed.). London: Cambridge University Press. |
53 | Awaji, H. (1977). Diametral compressive stress considering by the Hertzian contact. Journal of Materials Science, Japan, 27(295), 336-341. |
54 | Andreev, G. E. (1991). A review of the Brazilian test for rock tensile strength determination. Part II: Contact conditions. Mining Science and Technology, 13, 457-465. doi:10.1016/0167-9031(91)91035-G. DOI |
55 | ASTM. (2003). C31/C 31M-03 Practica Normalizada para Preparacion y Curado de Especimenes de Ensayo de Concreto en la Obra. In Book of standards Vol. 04.02 concrete and aggregates. West Conshohocken, PA: ASTM International. |
56 | Vorel, J., Smilauer, V., & Bittnar, Z. (2012). Multiscale simulations of concrete mechanical tests. Journal of Computational and Applied Mathematics, 236, 4882-4892. doi:10.1016/j.cam.2012.01.009. DOI |
57 | Wang, Q. Z., Jia, X. M., Kou, S. Q., Zhang, Z., & Lindqvist, P. A. (2004). The flattened Brazilian disc specimen used for testing elastic modulus, tensile strength and fracture toughness of brittle rocks: analytical and numerical results. International Journal of Rock Mechanics and Mining Sciences, 41, 245-253. doi:10.1016/S1365-1609(03)00093-5. DOI |
58 | ASTM. (2004). C496 Standard test method for splitting tensile strength of cylindrical concrete specimens. In Annual book of ASTM standards. West Conshohocken PA: ASTM International. |
59 | ASTM. (2008). D3697-08 Standard test method for splitting tensile strength of intact rock core specimens. In Annual book of ASTM standards. West Conshohocken PA: ASTM International. |
60 | ASTM. (2015). C1157/C1157M-11 Standard performance specification for hydraulic cement. In Book of standards Vol. 04.01 cement; lime; gypsum. West Conshohocken, PA: ASTM International. |
61 | Birgisson, B., Mukhopadhyay, A. K., Georgene, G., Khan, M., & Sobolev, K. (2012). Nanotechnology in concrete materials: A synopsis. Washington, DC. Retrieved from www.TRB.org. |
62 | BS. (1983). 1881-117 Testing concrete-Part 117. In Method for determination of tensile splitting strength. London: British Standards Institution. |
63 | Cai, M. (2013). Fracture initiation and propagation in a Brazilian disc with a plane interface: A numerical study. Rock Mechanics and Rock Engineering, 46(2), 289-302. doi:10.1007/s00603-012-0331-1. DOI |
64 | Carmona, S. (2009). Efecto del tamano de la probeta y condiciones de carga en el ensayo de traccion indirecta. Materiales de Construccion, 59(294), 7-18. doi:10.3989/mc.2009.43307. DOI |
65 | Yehia, S., Helal, K., Abusharkh, A., Zaher, A., & Istaitiyeh, H. (2015). Strength and durability evaluation of recycled aggregate concrete. International Journal of Concrete Structures and Materials, 9(2), 219-239. doi:10.1007/s40069-015-0100-0. DOI |
66 | Wang, S. Y., Sloan, S. W., & Tang, C. A. (2014). Three-dimensional numerical investigations of the failure mechanism of a rock disc with a central or eccentric hole. Rock Mechanics and Rock Engineering, 47(6), 2117-2137. doi:10.1007/s00603-013-0512-6. DOI |
67 | Wendner, R., Vorel, J., Smith, J., Hoover, C. G., Bazant, Z. P., & Cusatis, G. (2014). Characterization of concrete failure behavior: A comprehensive experimental database for the calibration and validation of concrete models. Materials and Structures. doi:10.1617/s11527-014-0426-0. DOI |
68 | Wong, L. N. Y., & Jong, M. C. (2013). Water saturation effects on the Brazilian tensile strength of gypsum and assessment of cracking processes using high-speed video. Rock Mechanics and Rock Engineering. doi:10.1007/s00603-013-0436-1. DOI |
69 | Yoshiaki, S. (1980). Master Degree Desertation. Tokio University. |
70 | Yu, Y., Yin, J., & Zhong, Z. (2006). Shape effects in the Brazilian tensile strength test and a 3D FEM correction. International Journal of Rock Mechanics and Mining Sciences, 43, 623-627. doi:10.1016/j.ijrmms.2005.09.005. DOI |
71 | Marguerre, K. (1933). Spannungsverteilung und Wellenausbreitung in der kontinuierlich gestutzten Platte. Ingenieur-Archiv, 4, 332-353. DOI |
72 | Adams, G. G., & Nosonovsky, M. (2000). Contact modeling-forces. Tribology International, 33, 431-442. doi:10.1016/S0301-679X(00)00063-3. DOI |
73 | Akazawa, T. (1943). New test method for evaluating internal stress due to compression of concrete (the splitting tension test) (part 1). Journal of Japanese Civil Engineering Institute, 29, 777-787. |
74 | Aliha, M. R. M. (2013). Indirect tensile test assessments for rock materials using 3-D disc-type specimens. Arabian Journal of Geosciences. doi:10.1007/s12517-013-1037-8. DOI |
75 | MacGregor, C. W. (1933). The potential function method for the solution of two-dimensional stress problems. Transactions of the American Mathematical Society, 38(1935), 177-186. |
76 | Mala, K., Mullick, A. K., Jain, K. K., & Singh, P. K. (2013). Effect of relative levels of mineral admixtures on strength of concrete with ternary cement blend. International Journal of Concrete Structures and Materials, 7(3), 239-249. doi:10.1007/s40069-013-0049-9. DOI |
77 | Markides, C. F., & Kourkoulis, S. K. (2012). The stress field in a standardized Brazilian disc: The influence of the loading type acting on the actual contact length. Rock Mechanics and Rock Engineering, 45, 145-158. doi:10.1007/s00603-011-0201-2. DOI |
78 | Markides, C. F., & Kourkoulis, S. K. (2013). Naturally accepted boundary conditions for the Brazilian disc test and the corresponding stress field. Rock Mechanics and Rock Engineering, 46, 959-980. doi:10.1007/s00603-012-0351-x. DOI |
79 | McNeil, K., & Kang, T. H. K. (2013). Recycled concrete aggregates: A review. International Journal of Concrete Structures and Materials, 7(1), 61-69. doi:10.1007/s40069-013-0032-5. DOI |
80 | Mehdinezhad, M. R., Nikbakht, H., & Nowruzi, S. (2013). Application of nanotechnology in construction industry. Journal of Basic and Applied Scientific Research, 3(8), 509-519. |
![]() |