Experimental Study of H-Shaped Honeycombed Stub Columns with Rectangular Concrete-Filled Steel Tube Flanges Subjected to Axial Load

Figure 10

Steel web load-strain (L-S) curves. (a) STHCC-1-5, web 9. (b) STHCC-1-5, web 10. (c) STHCC-6-8, web 9. (d) STHCC-6-8, web 10. (e) STHCC-9-10, web 9. (f) STHCC-9-10, web 10. (g) STHCC-11-16, web 5 or 9. (h) STHCC-11-16, web 6 or 10.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)