Analytical Solutions for Girder Distribution Factor in Steel-Concrete Composite Girders with the Effect of Parapets

Figure 9

Results of the calculated value by FE analysis and the filed test value of composite girder under 4th step loading: (a) longitudinal strain of the bottom flange of the steel girder; (b) vertical deflection of the steel girder; (c) longitudinal strain of the bottom surface of the concrete deck; (d) lateral strain of the bottom surface of the concrete deck; (e) strain of the cross-beam.

(a)

(b)

(c)

(d)

(e)