Table 2 Considered parameters for estimating the mean force, P load, for sample C332.

From: Analysis of deformation and failure mechanism of sandwich beams with lattice core under three-point bending load

Sample

Parameters

Unit in millimeter

Dimension less

C332

\(L=150\), \(b=80\), \(h=50\), \(d\cong 46.8\) , \(t=2\) , \({L}_{1}\cong 66.7\), \({L}_{2}\cong 22\), \(w=8\), \(a=3\), \({N}_{c}=18\),\(m=2\)

\({\beta }_{1}, \dots , {\beta }_{6}=1\)

\({\beta }_{7}, \dots , {\beta }_{12}\cong 0.088\)

\({\beta }_{13}, \dots , {\beta }_{18}\cong 0.395\)