Issue 73

Fracture and Structural Integrity 73 (2025); International Journal of the Italian Group of Fracture

Table of Contents

S.B. Sapozhnikov, E.A. Dubovikov https://youtu.be/eD0grzUcAcg

The assessment of the severity of local impact on a pro-bionic composite lattice shell by the use of fiber-optic sensors ....………………………………………………………….………. 1-11 V.M.S. Bomfim, S.L.S. Nunes, G.M. Santos Júnior, C.S. Vieira, D.L.N.F. Amorim https://youtu.be/kwfzIxqwjK0 A simplified nonlinear model for bamboo-reinforced concrete beams based on lumped damage mechanics ................................................................................................................................... 12-22 H. S. Vishwanatha, S. Muralidhara, B. K. Raghu Prasad https://youtu.be/nnlBzAAGGHI Size effect in concrete beams: a numerical investigation based on the size effect law ……………. 23-40 A. Masmoudi, A. Khechai, A. Bouaziz, G. Belhi, A. Zeroual, Y. Adimi https://youtu.be/IinfxOwQT7w Experimental investigation on mechanical behavior of sandwich structures using Digital Image Correlation (DIC) …...………………...……………………………….……….......... 41-58 U. De Maio, F. Greco, P. Lonetti, P. Nevone Blasi, G. Sgambitterra https://youtu.be/VtOUz0cKwyk Flood-induced load effects on real-scale structures: a 3D multilevel dynamic analysis ………….. 59-73 R. K. Singh, K. Verma, G. C. Mohan Kumar https://youtu.be/XYHBDOMHrN0 Predictive modeling of PMMA-based polymer composites reinforced with hydroxyapatite: a machine learning and FEM approach ......................................................................................... 74-87 N. Laouche, A. Saimi, I. Bensaid, M. Dahmane, H. Ait Atmane https://youtu.be/O-xYF0nAA-8 A study on the crack presence effect on dynamical behavior of higher-order Quasi-3D composite steel-polymer concrete box section beams via DQFEM …………………………………… 88-107 V. Pisarev, S. Eleonsky, Y. Matvienko, G. Gvozdeva https://youtu.be/Wam5eEwVE70 Influence of contact interaction character on residual stresses arising over damaged area in composite plate …..……………………………………………...………….……...… 108-130

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