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

Table 7

Plasticity + chemical bond model. Comparison of errors (%) between numerical and experimental results at the shear-bond failure region.

Concrete type	Length (mm)	(mm)	(mm)	Error (%)
LWC_LSDur-23	2610	4.729	4.650	1.67
	2030	2.666	3.262	22.36
LWC_LSDur-28	2610	4.826	4.871	0.95
	2030	1.416	1.459	3.01
LWC_LSDur-37	2610	5.906	5.718	3.18
	2030	1.268	1.296	2.19
HN	2610	8.692	6.968	19.83
	2030	2.066	1.886	8.72