Issue 29

A. Caporale et alii, Frattura ed Integrità Strutturale, 29 (2014) 19-27; DOI: 10.3221/IGF-ESIS.29.03 27 [2] Caporale, A., Luciano, R., Micromechanical analysis of periodic composites by prescribing the average stress, Annals of Solid and Structural Mechanics, 1 (2010) 117-137. [3] Greco, F., Leonetti, L., Lonetti, P., A two-scale failure analysis of composite materials in presence of fiber/matrix crack initiation and propagation, Composite Structures, 95 (2013) 582-97. [4] Lau, K.-t., Zhou, L.-m., Mechanical performance of composite-strengthened concrete structures, Composites Part B: Engineering, 32 (2001) 21-31. [5] Aprile, A., Benedetti, A., Coupled flexural-shear design of R/C beams strengthened with FRP, Composites Part B: Engineering, 35 (2004) 1-25. [6] Agbossou, A., Michel, L., Lagache, M., Hamelin, P., Strengthening slabs using externally-bonded strip composites: Analysis of concrete covers on the strengthening, Composites Part B: Engineering, 39 (2008) 1125-35. [7] D’Ambrisi, A., Feo, L., Focacci, F., Bond-slip relations for PBO-FRCM materials externally bonded to concrete, Composites Part B: Engineering, 43 (2012) 2938-49. [8] D’Ambrisi, A., Feo, L., Focacci, F., Experimental analysis on bond between PBO-FRCM strengthening materials and concrete, Composites Part B: Engineering, 44 (2013) 524-32. [9] Milani, G., Esquivel, Y.W., Lourenço, P.B., Riveiro, B., Oliveira, D.V., Characterization of the response of quasi- periodic masonry: Geometrical investigation, homogenization and application to the Guimarães castle, Portugal, Engineering Structures, 56 (2013) 621-41. [10] Caporale, A., Parisi, F., Asprone, D., Luciano, R., Prota, A., Micromechanical analysis of adobe masonry as two- component composite: Influence of bond and loading schemes, Composite Structures, 112 (2014) 254-63. [11] Yang, C.C., Huang, R., A two-phase model for predicting the compressive strength of concrete, Cement and Concrete Research, 26 (1996) 1567-77. [12] Yang, C.C., Approximate elastic moduli of lightweight aggregate, Cement and Concrete Research, 27 (1997) 1021-30. [13] Yang, C.-C., Huang, R., Approximate strength of lightweight aggregate using micromechanics method, Advanced Cement Based Materials, 7 (1998) 133-8. [14] Li, G., Zhao, Y., Pang, S.-S., Four-phase sphere modeling of effective bulk modulus of concrete, Cement and Concrete Research, 29 (1999) 839-45. [15] Hashin, Z., Monteiro, P.J.M., An inverse method to determine the elastic properties of the interphase between the aggregate and the cement paste, Cement and Concrete Research, 32 (2002) 1291-300. [16] Hernández, M.G., Anaya, J.J., Ullate, L.G., Ibañez, A., Formulation of a new micromechanic model of three phases for ultrasonic characterization of cement-based materials, Cement and Concrete Research, 36 (2006) 609-16. [17] Caporale, A., Feo, L., Luciano, R., Damage mechanics of cement concrete modeled as a four-phase composite, Composites Part B: Engineering, In Press. http://dx.doi.org/10.1016/j.compositesb.2014.02.006 [18] Watanabe, K., Niwa, J., Yokota, H., Iwanami, M., Experimental study on stress-strain curve of concrete considering localized failure in compression, Journal of Advanced Concrete Technology, 2 (2004) 395-407. [19] Desayi, P., Krishnan, S., Equation for the stress–strain curve of concrete, ACI J 61 (1964) 345–50.