Reliability Assessment of Steel-Concrete Composite Beams considering Metal Corrosion Effects

Table 6

Statistical properties of random variables for Sobol’s indices sensitivity analysis.

Properties	Variables	Distribution	Range	Units
Material	fck	Uniform	22.5–27.5	N/mm^2
	fu	Uniform	405–495	N/mm^2
Loading		—	9.54	kN/m
	qk	—	13.69	kN/m
Cross section IPE 400	bf	Uniform	162–198	mm
	tf	Uniform	12.15–14.85	mm
	ha	Uniform	360–440	mm
		Uniform	7.74–9.46	mm
	R	—	21	mm