Bending and Shear Experimental Tests and Numerical Analysis of Composite Slabs Made Up of Lightweight Concrete

Table 5

Summary of load steps introduced in the FEA model.

	Load step  1	Load step  2	Load step  3
Time step (s)	2 × 10^−5	1 × 10^−3	1 × 10^−3
Max. time (s)	0.1	0.1	0.1
Force convergence (%)	2	Default	Default