Issue 53

D. Wang et alii, Frattura ed Integrità Strutturale, 53 (2020) 236-251; DOI: 10.3221/IGF-ESIS.53.20 251 [19] D’Angela , D., Ercolino, M. (2019). Acoustic Emission Entropy as a fracture-sensitive feature for real-time assessment of metal plates under fatigue loading, Procedia Structural Integrity, 18, pp. 570-576. DOI: 10.1016/j.prostr.2019.08.201. [20] Botvina, L.R., Tyutin, M.R. (2019). New acoustic parameter characterizing loading history effects, Engineering Fracture Mechanics, 210, pp. 358-366. DOI: 10.1016/j.engfracmech.2018.06.020. [21] Prabhu, N.M., Gopal, K.A., Murugan, S., Haneef, T.K., Mukhopadhyay, C.K., Venugopal, S., and Jayakumar, T. (2015). Determining the feasibility of identifying creep rupture of stainless steel cladding tubes on-line using acoustic emission technique, International Journal of Structural Integrity, 6(3), pp. 410-418. DOI: 10.1108/IJSI-08-2014-0038 [22] Li, B., Zhang, Y., Wen, Z.M., and Cong, X.C. (2017). Experimental Study on the acoustic emission characteristics of Q345R steel creep process, Journal of Experimental Mechanics, 32(2), pp. 232-238. [23] Kyriazopoulos, A. (2017). Acoustic emissions and electric signal recordings, when cement mortar beams are subjected to three-point bending under various loading protocols, Frattura Ed Integrità Strutturale, 11(40), pp. 52-60. DOI: 10.3221/IGF-ESIS.40.05. [24] Saliba, J., Loukili, A., Regoin, J.P., Grégoire, D., Verdon, L., Pijaudier-Cabot, G. (2015). Experimental analysis of crack evolution in concrete by the acoustic emission technique, Frattura Ed Integrità Strutturale, 9(34), pp. 300-308. DOI: 10.3221/IGF-ESIS.34.32. [25] Stavrakas, I. (2017). Acoustic emissions and pressure stimulated currents experimental techniques used to verify Kaiser effect during compression tests of Dionysos marble, Frattura Ed Integrità Strutturale, 11(40), pp. 32-40. DOI: 10.3221/IGF-ESIS.40.03. [26] Saltas, V., Peraki, D., Vallianatos, F. (2019). The use of acoustic emissions technique in the monitoring of fracturing in concrete using soundless chemical demolition agent, Frattura Ed Integrità Strutturale, 13(50), pp. 505-516. DOI: 10.3221/IGF-ESIS.50.42. [27] Guo, Q.H., Xi, B.P., Tian, J.B., Li, Z.W., and Zheng, X.C. (2015). Experimental research on mechanical property of tunnel concrete lining after high temperature of fire, Chinese Journal of Underground Space and Engineering, 11(5), pp. 1316-1328. [28] Zhu, C.J. (2012). Research on the fire resistance performance of two-way plates with full-size reinforced concrete, Harbin Institute of Technology. [29] Zhu, C.J., Dong, Y.L., Xie, Q. (2016). Real-time monitoring of the full-scale flate-plate floor subjected to fire by acoustic emission and energy rate analysis, Transportation and Environment, (31), pp. 229-234. DOI: 10.2991/iccte-16.2016.38. [30] Yang, Z.N. (2012). Study on the fire resistance of concrete two-way slab with different boundary constraints, Harbin Institute of Technology. [31] Muttoni, A., Fürst, A., and Hunkeler, F. (2005). Deckeneinsturz der tiefgarage am staldenacker in gretzenbach, Solothurn, Switzerland. [32] National Standard of the People's Republic of China. (2011). GB50010 Concrete Structure Design Specification, Beijing: China Building Industry Press. [33] National Standard of the People's Republic of China. (2002). GB/T50081-2002(2003) Standard for test method of mechanical properties on ordinary concrete, Beijing: China Architecture & Building Press. [34] National Standard of the People's Republic of China. (2010). GB/T228.1-2010(2010) Metallic materials-Tensile testing- Part 1: Method of test at room temperature, Beijing: China Standards Press. [35] Wang, Y., Wang, T.Y., Yuan, G.L., An, X.L., and Dong, Y.L. (2016). Analysis of fire behavior of two-way concrete slabs based on different constitutive models, Engineering Mechanics, 33(11), pp. 208-219. DOI: 10.6052/j.issn.1000-4750.2015.08.0690 [36] Dong, Y.L., Xie, H.P., and Li, Y.S. (1995). Acoustic emission characteristics and damage constitutive model of concrete under compression, Mechanics and Practice, 9(4), pp. 25-28.