Pipe#

Pipe cross-section example with straight and arc baselines.

Overview#

../../_images/examplepipe0.png

Figure 21 Cross section of the pipe [YU2005].#

This example has the cross-section as shown in Figure 21 [YU2005]. This cross-section has two straight walls and two half circular walls. \(r=1.0\) in. and other dimensions are shown in the figure. Each wall has the layup having two layers made from one material. Fiber orientations for each layer are also given in the figure. Material properties and layups are given in Material properties and Layups.

Table 16 Material properties#

Name

Density

\(E_{1}\)

\(E_{2}\)

\(E_{3}\)

\(G_{12}\)

\(G_{13}\)

\(G_{23}\)

\(\nu_{12}\)

\(\nu_{13}\)

\(\nu_{23}\)

\(\mathrm{lb\cdot sec^2/in^4}\)

\(10^6\ \mathrm{psi}\)

\(10^6\ \mathrm{psi}\)

\(10^6\ \mathrm{psi}\)

\(10^6\ \mathrm{psi}\)

\(10^6\ \mathrm{psi}\)

\(10^6\ \mathrm{psi}\)

mat_1

0.057

20.59

1.42

1.42

0.87

0.87

0.87

0.42

0.42

0.42

Table 17 Layups#

Name

Layer

Material

Ply thickness

Orientation

Number of plies

\(\mathrm{in}\)

\(\circ\)

layup_1

1

mat_1

0.1

0

1

2

mat_1

0.1

90

1

layup_2

1

mat_1

0.1

-45

1

2

mat_1

0.1

45

1

../../_images/examplepipe1.png

Figure 22 Base points and Base lines of the pipe cross section.#

../../_images/examplepipe2.png

Figure 23 Segments of the pipe cross section.#


Input#


Run the example#

prevabs -i pipe.xml --hm

Output#

../../_images/pipe.png

Figure 24 Cross section viewed in gmsh.#

  • pipe.png


Analysis Result#

Table 18 Results#

Component

Value

Reference [YU2005]

\(S_{11}\) [\(\mathrm{lb}\)]

\(\phantom{-}1.03892 \times 10^7\)

\(\phantom{-}1.03890 \times 10^7\)

\(S_{22}\) [\(\mathrm{lb}\)]

\(\phantom{-}7.85800 \times 10^5\)

\(\phantom{-}7.84299 \times 10^5\)

\(S_{33}\) [\(\mathrm{lb}\)]

\(\phantom{-}3.31330 \times 10^5\)

\(\phantom{-}3.29002 \times 10^5\)

\(S_{14}\) [\(\mathrm{lb \cdot in}\)]

\(\phantom{-}9.74568 \times 10^4\)

\(\phantom{-}9.82878 \times 10^4\)

\(S_{25}\) [\(\mathrm{lb \cdot in}\)]

\(-8.02785 \times 10^3\)

\(-8.18782 \times 10^3\)

\(S_{36}\) [\(\mathrm{lb \cdot in}\)]

\(-5.14533 \times 10^4\)

\(-5.18541 \times 10^4\)

\(S_{44}\) [\(\mathrm{lb \cdot in^2}\)]

\(\phantom{-}6.89600 \times 10^5\)

\(\phantom{-}6.86973 \times 10^5\)

\(S_{55}\) [\(\mathrm{lb \cdot in^2}\)]

\(\phantom{-}1.88230 \times 10^6\)

\(\phantom{-}1.88236 \times 10^6\)

\(S_{66}\) [\(\mathrm{lb \cdot in^2}\)]

\(\phantom{-}5.38985 \times 10^6\)

\(\phantom{-}5.38972 \times 10^6\)