Dj. Oehlers et al., PARTIAL INTERACTION IN COMPOSITE STEEL AND CONCRETE BEAMS WITH FULL SHEAR CONNECTION, Journal of constructional steel research, 41(2-3), 1997, pp. 235-248
Citations number
7
Categorie Soggetti
Engineering, Civil","Construcion & Building Technology
The maximum flexural capacity of composite steel and concrete beams wi
th mechanical shear connectors and with full shear connection is usual
ly determined from rigid plastic analyses. It is generally assumed in
these analyses that there is full interaction and that the steel is fu
lly yielded. In reality, there is always both partial interaction and
an elastic zone of steel that will reduce the strength, but it is assu
med that the beneficial effect of strain hardening will compensate. It
will be shown that present design assumptions are generally safe for
simply supported beams with mild steel sections but can become unconse
rvative when dealing with composite beams with very strong steel secti
ons, that is when the strength of the steel section (A(s).f(y)) is gre
ater than that of the concrete section (A(c)f(c)). (C) 1997 Elsevier S
cience Ltd.