Experimental and Numerical Investigation of Seismic Performance of UHPC Thin-Walled Short Piers

Figure 12

Comparison of skeleton curves with different thicknesses. Failure modes of FE specimen (a) Damagec of UHPC (b) Damaget of UHPC (c) Plastic strain of UHPC (d) Stress contours of Specimen.

(a)

(b)

(c)

(d)