PSI - Issue 78

Virginio Quaglini et al. / Procedia Structural Integrity 78 (2026) 105–112

112

4. Discussion and Conclusions In the study a full-scale CSS was subjected to displacement controlled cyclic motions after exposure to regular and low temperature and corresponding friction coefficients were evaluated. Contrarily to the behavior reported in the literature based on small-scale tests, the static and the dynamic friction coefficients of the CSS decrease with decreasing temperature. The reason is the formation of an ice layer on the sliding interface which is avoided in small-scale tests. The ice layer observed in full-scale tests behaves like a lubricant at the sliding interface and results in reduced friction coefficients. When the temperature is -20 °C, the effect of exposure duration on friction coefficient becomes insignificant. This observation is valid for all normal stresses and loading velocities considered in the test protocol. On the other hand, in case of exposure at 0 °C, minimum value of μ dyn is obtained only for the longest duration of exposure. Such a response modification this can be ascribed to the fact that short exposure times at 0 °C may not be sufficient to cool down the whole mass of the isolator, preventing the formation of a stable ice layer. Such a conclusion is contrary to the bounding analysis design approach of isolation systems where the low temperature exposure is assumed to be considered as an upper bound condition. Test results indicate that low temperature exposure is a phenomenon that should be considered as a part of lower bound analysis. References Alvarado, R.G., Ryan, K.L., 2023. Testing and Analysis of the Effects of Infiltrated Water and Ice on Friction Pendulum Bearings. FHWA-AK-RD 4000(197). Alaska Department of Transportation & Public Facilities (DOT&PF). Barone, S., Calvi, G.M., Pavese, A., 2019. Experimental dynamic response of spherical friction-based isolation devices. Journal of Earthquake Engineering 23, 1465–1484. https://doi.org/10.1080/13632469.2017.1387201. Çavdar, E., Quaglini, V., Özdemir, G., Karuk, V., Bruschi, E., Özçamur, U., 2023. Experimental Investigation of Wear Effects on the Friction Coefficient of a Curved Surface Slider: Comparison of Small- and Full-Scale Tests. Journal of Earthquake Engineering 27, 4575–4594, https://doi.org/10.1080/13632469.2023.2183057. Çavdar, E., Özdemir, G., Quaglini, V., Bruschi, E., Özçamur, U., 2024. Friction coefficient of sliding isolators in icing conditions. Structures 63, 106369, https://doi.org/10.1016/j.istruc.2024.106369. Çavdar, E., Özdemir, G., Bruschi, E., Quaglini, V., & Özçamur, U., 2025. Dynamic Friction Coefficient of Sliding Isolators at Different Low Temperatures and Exposure Times. Journal of Earthquake Engineering. https://doi.org/10.1080/13632469.2025.2523775 CEN 15129 2009. Anti-seismic devices. European Normalization Committee, Brussels, Belgium. Dolce, M., Cardone, D., Croatto, F., 2005. Frictional Behavior of Steel-PTFE Interfaces for Seismic Isolation. Bulletin of Earthquake Engineering 3, 75–99. https://doi.org/10.1007/s10518-005-0187-9. Furinghetti, M., Pavese, A., Quaglini, V., Dubini, P., 2019. Experimental investigation of the cyclic response of double curved surface sliders subjected to radial and bidirectional sliding motions. Soil Dynamics and Earthquake Engineering 117, 190–202. https://doi.org/10.1016/j.soildyn.2018.11.020. Gandelli, E., Penati, M., Quaglini, V., Lomiento, G., Miglio, E., Benzoni, G.M., 2019. A novel OpenSees element for single curved surface sliding isolators. Soil Dynamics and Earthquake Engineering 119, 433-453, https://doi.org/10.1016/j.soildyn.2018.01.044. Mokha, A.S., Constantinou, M.C., Reinhorn, A., 1998. Teflon bearings in aseismic base isolation: Experimental studies and mathematical modelling. Report No. NCEER-880038, National Center for Earthquake Engineering Research, Buffalo, NY. Mokha, A., Constantinou, M., Reinhorn, A., 1990. Teflon Bearings in Base Isolation I: Testing. Journal of Structural Engineering 116, 438–454. https://doi.org/10.1061/(ASCE)0733-9445(1990)116:2(438). Mokha, A., Constantinou, M.C., Reinhorn, A.M., Zayas, V.A., 1991. Experimental Study of Friction‐Pendulum Isolation System. J ournal of Structural Engineering 117, 1201–1217. https://doi.org/10.1061/(ASCE)0733-9445(1991)117:4(1201). Pavese, A., Furinghetti, M., Casarotti, C., 2019. Investigation of the Consequences of Mounting Laying Defects for Curved Surface Slider Devices under General Seismic Input. Journal of Earthquake Engineering 23, 377–403. https://doi.org/10.1080/13632469.2017.1323046. 27. Petrenko, V.F., Whitworth, R.W, 1999. Physics of ice. Oxford University Press. Quaglini, V., Dubini, P., Poggi, C., 2012. Experimental assessment of sliding materials for seismic isolation systems. Bulletin of Earthquake Engineering 10, 717–740. https://doi.org/10.1007/s10518-011-9308-9. Quaglini, V., Gandelli, E., Bocciarelli, M., Dubini, P., 2014. Numerical Assessment of Frictional Heating in Sliding Bearings for Seismic Isolation. Journal of Earthquake Engineering 18, 1198–1216. https://doi.org/10.1080/13632469.2014.924890. Quaglini, V., Dubini, P., Furinghetti, M., Pavese, A., 2022. Assessment of Scale Effects in the Experimental Evaluation of the Coefficient of Friction of Sliding Isolators. Journal of Earthquake Engineering 26, 525–545. https://doi.org/10.1080/13632469.2019.1687054. Quaglini, V., Bruschi, E., Çavdar, E., Özdemir, G., Karuk, V., Özçamur, U., 2023. Effects of wear on the friction coefficient of a curved surface slider, 8th International Symposium on Life-Cycle Civil Engineering, IALCCE, Milan, Italy, 1427–1434, https://doi.org/10.1201/9781003323020-175. 26. Rosenberg, R., 2005. Why is ice slippery? Physics Today 58, 50–4. https://doi.org/10.1063/1.2169444.

Made with FlippingBook Digital Proposal Maker