evoluzione degli acciai da cemento armato nuovi prodotti ... - Sismic

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600 400 200 Force [kN] 0 HR12C-1 - f c = 40 MPa No Bars HR Mesh 12mm f y = 442MPa f t = 568MPa f t /f y = 1.29 ε u = 8.3% 600 400 200 Force [kN] 0 HR12C-2 - f c = 40 MPa No Bars HR Mesh 12mm f y = 442MPa f t = 568MPa f t /f y = 1.29 ε u = 8.3% -200 -200 -400 -400 -600 -80 -60 -40 -20 0 20 40 60 80 Displacement [mm] -600 -80 -60 -40 -20 0 20 40 60 80 Displacement [mm] 600 400 200 Force [kN] 0 CD12C-1 - f c = 40 MPa No Bars CD Mesh 12mm f y = 552MPa f t = 619MPa f t /f y = 1.12 ε u = 4.0% 600 400 200 Force [kN] 0 CD12C-2 - f c = 40 MPa No Bars CD Mesh 12mm f y = 552MPa f t = 619MPa f t /f y = 1.12 ε u = 4.0% -200 -200 -400 -400 -600 -80 -60 -40 -20 0 20 40 60 80 Displacement [mm] -600 -80 -60 -40 -20 0 20 40 60 80 Displacement [mm] Fig. 10 Riva, Franchi
a) b) c) d) Fig. 11 Riva, Franchi
Page 1 and 2: EVOLUZIONE DEGLI ACCIAI DA CEMENTO
Page 3 and 4: Evoluzione degli acciai da cemento
Page 15 and 16: LIST OF TABLES Table 1 - Characteri
Page 17 and 18: Table 2 V max Specimen Ductility Dr
Page 19 and 20: LIST OF FIGURES Fig. 1 - Fig. 2 - F
Page 21 and 22: Components 1. Reaction Frame 2. Scr
Page 23 and 24: Fig. 5 Riva, Franchi
Page 25: 600 400 200 Force [kN] 0 B14HR8 -1
Page 29 and 30: 600 400 200 Force [kN] 0 B14HR8S -
Page 31: Dissipated Energy [kJ] 60 50 40 30

evoluzione degli acciai da cemento armato nuovi prodotti ... - Sismic

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