PSI - Issue 39

Fabrizio Greco et al. / Procedia Structural Integrity 39 (2022) 638–648 Author name / Structural Integrity Procedia 00 (2019) 000–000

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Greco, F., Lonetti, P., Pascuzzo, A., 2013. Dynamic Analysis of Cable-Stayed Bridges Affected by Accidental Failure Mechanisms under Moving Loads. Mathematical Problems in Engineering 2013, 302706. Greco, F., Lonetti, P., Pascuzzo, A., 2020d. A moving mesh FE methodology for vehicle–bridge interaction modeling. Mechanics of Advanced Materials and Structures 27, 1256-1268. Klein, P. A., Foulk, J. W., Chen, E. P., Wimmer, S. A., Gao, H. J., 2001. Physics-based modeling of brittle fracture: cohesive formulations and the application of meshfree methods. Theoretical and Applied Fracture Mechanics 37, 99-166. Lazarus, A., Maurini, C., Neukirch, S., 2015. Stability of discretized nonlinear elastic systems. 562: 1-53. Lonetti, P., Pascuzzo, A., 2016. A numerical study on the structural integrity of self-anchored cable-stayed suspension bridges. Frattura ed Integrita Strutturale 10, 359-376. Lonetti, P., Pascuzzo, A., 2020. A Practical Method for the Elastic Buckling Design of Network Arch Bridges. International Journal of Steel Structures 20, 311-329. Lonetti, P., Pascuzzo, A., Aiello, S., 2019. Instability design analysis in tied-arch bridges. Mechanics of Advanced Materials and Structures 26, 716-726. Lonetti, P., Pascuzzo, A., Davanzo, A., 2016. Dynamic Behavior of Tied-Arch Bridges under the Action of Moving Loads. Mathematical Problems in Engineering 2016, Mazars, J., Pijaudier ‐ Cabot, G., 1989. Continuum Damage Theory—Application to Concrete. 115, 345-365. Okabe, T., Nishikawa, M., Takeda, N., 2008. Numerical modeling of progressive damage in fiber reinforced plastic cross-ply laminates. Composites Science and Technology 68, 2282-2289. Oliver, J., 1989. A consistent characteristic length for smeared cracking models. International Journal for Numerical Methods in Engineering 28, 461-474. Pascuzzo, A., Yudhanto, A., Alfano, M., Lubineau, G., 2020. On the effect of interfacial patterns on energy dissipation in plastically deforming adhesive bonded ductile sheets. International Journal of Solids and Structures 198, 31-40. Pluijm, v. d., R., 1997. Non-Linear Behaviour of Masonry under Tension. HERON, 42 (1), 1997 42, Pulatsu, B., Bretas, E., Lourenco, P., 2016. Discrete element modeling of masonry structures: Validation and application. Earthquakes and Structures 11, 563-582. Sancho, J. M., Planas, J., Cendón, D. A., Reyes, E., Gálvez, J. C., 2007. An embedded crack model for finite element analysis of concrete fracture. Engineering Fracture Mechanics 74, 75-86. Tomar, V., Zhai, J., Zhou, M., 2004. Bounds for element size in a variable stiffness cohesive finite element model. 61, 1894-1920. Xu, X. P., Needleman, A., 1994. Numerical simulations of fast crack growth in brittle solids. Journal of the Mechanics and Physics of Solids 42, 1397-1434.

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