Cases/Paragr.

Angα (˚)

Plan/ zone

Dist.

No. n + 1

Deformation

ε

Force

F_P

Final

F_P

a.1)

45

up

l₀

6

$\epsilon =\Delta l/l_0=0.082$

$\left(\text{1}+\text{3}.\text{35}\right)\cdot k_p/l_0^2$

$4.35\cdot k_p/l_0^2$

a.1).s

45

up

l₀

9

$\epsilon =\Delta l/l_0=0.05125$

$\left(1+5.432\right)\cdot k_p/l_0^2$

$6.432\cdot k_p/l_0^2$

a.2)

45

up

l₀

11

$\epsilon =\Delta l/l_0=0.041$

$\left(1+6.847\right)\cdot k_p/l_0^2$

$7.847\cdot k_p/l_0^2$

b.1)

45

up

2l₀

6

$\epsilon =\Delta l/2l_0=0.082$

$\left(1+3.306\right)\cdot k_p/\left(2l_0^2\right)$

$1.0765\cdot k_p/l_0^2$

b.2)

45

up

2l₀

11

$\epsilon =\Delta l/2l_0=0.041$

$\left(1+6.847\right)\cdot k_p/\left(2l_0^2\right)$

$1.962\cdot k_p/l_0^2$

b.2).s

45

up

2l₀

17

$\epsilon =\Delta l/2l_0=0.02562$

$\left(1+11.10\right)\cdot k_p/\left(2l_0^2\right)$

$3.045\cdot k_p/l_0^2$

b.3)

45

up

2l₀

21

$\epsilon =\Delta l/2l_0=0.0205$

$\left(1+13.271\right)\cdot k_p/\left(2l_0^2\right)$

$3.318\cdot k_p/l_0^2$

c.1)/a.1)

45

u/d

l₀

6

$\epsilon =\Delta l/l_0=0.082$

$\left(1+6.70\right)\cdot k_p/l_0^2$

$7.70\cdot k_p/l_0^2$

/a.2)

45

u/d

l₀

11

$\epsilon =\Delta l/l_0=0.041$

$\left(1+13.694\right)\cdot k_p/l_0^2$

$14.694\cdot k_p/l_0^2$

/b.1)

45

u/d

2l₀

6

$\epsilon =\Delta l/2l_0=0.082$

$\left(1+6.612\right)\cdot k_p/\left(2l_0^2\right)$

$1.934\cdot k_p/l_0^2$

/b.2)

45

u/d

2l₀

11

$\epsilon =\Delta l/2l_0=0.041$

$\left(1+13.694\right)\cdot k_p/\left(2l_0^2\right)$

$3.673\cdot k_p/l_0^2$

/b.3)

45

u/d

2l₀

21

$\epsilon =\Delta l/2l_0=0.0205$

$\left(1+26.542\right)\cdot k_p/\left(2l_0^2\right)$

$6.885\cdot k_p/l_0^2$

d.1)

60

up

l₀

10

$\epsilon =\Delta l/l_0=0.111$

$\left(1+4.138\right)\cdot k_p/l_0^2$

$5.138\cdot k_p/l_0^2$

d.2)

60

up

2l₀

19

$\epsilon =\Delta l/2l_0=0.055$

$\left(1+8.8696\right)\cdot k_p/\left(2l_0^2\right)$

$2.467\cdot k_p/l_0^2$

e.1)

45

cone

l₀

6

$\epsilon =\Delta l/l_0=0.082$

$\left(1+57.29\right)\cdot k_p/l_0^2$

$58.29\cdot k_p/l_0^2$

e.2)

45

cone

l₀

11

$\epsilon =\Delta l/l_0=0.041$

$\left(1+209.10\right)\cdot k_p/l_0^2$

$210.10\cdot k_p/l_0^2$

f.1)

45

cone

2l₀

6

$\epsilon =\Delta l/2l_0=0.082$

$\left(1+56.704\right)\cdot k_p/\left(2l_0^2\right)$

$14.42\cdot k_p/l_0^2$

f.2)

45

cone

2l₀

11

$\epsilon =\Delta l/2l_0=0.041$

$\left(1+209.10\right)\cdot k_p/\left(2l_0^2\right)$

$52.52\cdot k_p/l_0^2$

f.3)

45

cone

2l₀

21

$\epsilon =\Delta l/2l_0=0.0205$

$\left(1+796.60\right)\cdot k_p/\left(2l_0^2\right)$

$199.1\cdot k_p/l_0^2$