PSI - Issue 28

Ezio Cadoni et al. / Procedia Structural Integrity 28 (2020) 964–970 Author name / Structural Integrity Procedia 00 (2020) 000–00

970

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Fig. 6. DIF vs. strain-rate.

Fig. 7. CS model versus experimental results in function of strain-rate.

Singh, N.K., Cadoni, E., Singha, M., Gupta, N.K., 2013. Dynamic Tensile and Compressive Behaviors of Mild Steel at Wide Range of Strain Rates, Journal of Engineering Mechanics ASCE 139 (9), 1197-1206. Cadoni, E., Dotta, M., Forni, D., Spaetig, P., 2011. Strain-rate behavior in tension of the tempered martensitic reduced activation steel Eurofer97, Journal of Nuclear Materials 414(3), 360 - 366. Cadoni, E., Dotta, M., Forni, D., Tesio, N., Albertini, C., 2013. Mechanical behaviour of quenched and self-tempered reinforcing steel in tension under high strain rate, Materials and Design 49, 657 - 666. Forni, D., Chiaia, B., Cadoni, E., 2016. Strain rate behaviour in tension of S355 steel: Base for progressive collapse analysis, Engineering Structures 119, 164 - 173. Cadoni, E., Forni, D., 2019. Mechanical behaviour of a very-high strength steel (S960QL) under extreme conditions of high strain rates and elevated temperatures, Fire Safety Journal, 102869. Cadoni, E., Singh, N., Forni, D., Singha, M., Gupta, N., 2016. Strain rate e ff ects on the mechanical behavior of two Dual Phase steels in tension, The European Physical Journal Special Topics 225(2), 409-420. Cowper, G., Symonds, P., 1957. Strain-hardening and strain-rate e ff ects in the impact loading of cantilever beams, Division of Applied Mathematics, Brown University.

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