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

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600 400 200 Force [kN] 0 HR12S - f c = 28 MPa No Bars HR Mesh 12mm f y = 522MPa f t = 603MPa f t /f y = 1.16 ε u = 10.0% 600 400 200 Force [kN] 0 HR12U - f c = 28 MPa No Bars HR Mesh 12mm f y = 522MPa f t = 603MPa f t /f y = 1.16 ε u = 10.0% -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] 600 400 200 Force [kN] 0 CD12S - f c = 28 MPa No Bars CD Mesh 12mm f y = 632MPa f t = 687MPa f t /f y = 1.09 ε u = 4.6% 600 400 200 Force [kN] 0 CD12U - f c = 28 MPa No Bars CD Mesh 12mm f y = 632MPa f t = 687MPa f t /f y = 1.09 ε u = 4.6% -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. 15 600 600 400 400 200 Force [kN] 0 -200 -400 -600 HR12U - f c = 28 MPa No Bars HR Mesh 12mm f y = 522MPa f t = 603MPa f t /f y = 1.16 ε u = 10.0% -5 0 5 10 15 Base Crack Opening [mm] 200 Force [kN] 0 -200 -400 -600 CD12U - f c = 28 MPa No Bars CD Mesh 12mm f y = 632MPa f t = 687MPa f t /f y = 1.09 ε u = 4.6% -5 0 5 10 15 Base Crack Opening [mm] Fig. 16 Riva, Franchi
Dissipated Energy [kJ] 60 50 40 30 20 10 0 Second Series of Tests B14HR8S B14CD8S B14HR8U B14CD8U HR12S CD12S HR12U CD12U 0 20 40 60 80 Cycle Amplitude [±mm] Fig. 17 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 and 26: 600 400 200 Force [kN] 0 B14HR8 -1
Page 27 and 28: a) b) c) d) Fig. 11 Riva, Franchi
Page 29: 600 400 200 Force [kN] 0 B14HR8S -

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

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