Issue 65

S. S. E. Ahmad et alii, Frattura ed Integrità Strutturale, 65 (2023) 270-288; DOI: 10.3221/IGF-ESIS.65.18

[23] Carreira, D. J. and Chu, K.-H., (1985). Stress-strain relationship for plain concrete in compression, Journal Proceedings, pp. 797–804. [24] Carreira, D. J. and Chu, K.-H. (1986). Stress-strain relationship for reinforced concrete in tension, Journal Proceedings, pp. 21–28. [25] Tao, Z., Wang, Z.-B. and Yu, Q. (2013). Finite element modelling of concrete-filled steel stub columns under axial compression, J Constr Steel Res, 89, pp. 121–131. [26] Lee, S.-H., Abolmaali, A., Shin, K.-J. and Lee, H.-D. (2020). ABAQUS modeling for post-tensioned reinforced concrete beams, Journal of Building Engineering, 30, p. 101273. [27] Seow, P. E. C. and Swaddiwudhipong, S. (2005). Failure surface for concrete under multiaxial load—A unified approach, Journal of materials in civil engineering, 17(2), pp. 219–228.

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