4. B modeling

4.1. Characteristics of modeling

2 elements POU_D_T.

The shear coefficients are:

\(\mathrm{S1}\): Rectangular section

\(\mathrm{AY}=\mathrm{AZ}=1.2=\frac{1}{{k}_{y}}\)

\(\mathrm{S2}\): Corner section

\(\mathrm{AY}=\mathrm{AZ}=\frac{1}{0.358}\)

\(\mathrm{S4}\): Section CERCLE

\(\mathrm{AY}=\mathrm{AZ}=\frac{10}{9}\)

4.2. Characteristics of the mesh

\(4\times 2\) mesh SEG_2.

4.3. Tested sizes and results

Only values that differ from modeling A (because of taking into account transverse shear) are given.

Load	Section	Identification	Reference
\({F}_{y}=1\)	\(\mathrm{S1}=\mathrm{S3}\)	\({u}_{y}(B)\)	2.0156E-7
		\({\sigma }_{\mathrm{xy}}(0)\)
	\(\mathrm{S2}\)	\({u}_{y}(B)\)	1.666552E-7
	\(\mathrm{S4}\)	\(uy(B)\)	1.707308E-7
		\({\sigma }_{\mathrm{xy}}(0)\)	37.13615
\({F}_{z}=1\)	\(\mathrm{S1},\mathrm{S3}\)	\({u}_{z}(B)\)	8.0156E-7
		\({\sigma }_{\mathit{xz}}(0)\)
	\(\mathrm{S2}\)	\({u}_{z}(B)\)	1.17559754E-6
	\(\mathrm{S4}\)	\({u}_{z}(B)\)	1.707308E-7
		\({\sigma }_{\mathrm{xz}}(0)\)	37.13615
\({F}_{y}=1\)	\(\mathrm{S4}\)	\({\sigma }_{\mathrm{xz}}(0)\)	673.75592
\({F}_{z}=1\)		\({\sigma }_{\mathrm{xy}}(0)\)	673.75592
\({M}_{x}=1\)