(compressed) and the outside partofthe section
will be permanently elongated (stretched). As
the material content does not change, the com-
pressed partofthe section will become thicker,
and the stretched, outside par twill become
thinner(Figure4.58).The refore,the cross-
section deforms and the neutral axis moves
closer to the inside during curving as aresult of
stresses developed in the thicker and thinner
sections. This effect is described in alater partof
this section. The friction between curving dies
and products, the stiffness of product, and the
behavior of material will also contribute to the
change in the position of neutral axis.
In the case of sections asymmetrical to the
curvingplane, twist will also de velop
(Figure4.59). The stretched, outside partofthe
section usually presents fewer problems. Stresses
seldom exceed the ultimate tensile stress because
the partispushed and pressed throughthe
curving die, unless the punched holes and notches
significantly reducethe cross-section of the out-
side section. The limiting factors to curve product
to asmaller radius will usually be the buckling of
the inside part(Figure4.57band Figure4.60), the
crippling of the web,the twisting of the section, or
other product deformation.
The roll geometry(diameter,position, and
distanceofrolls) will also haveaneffect on
buckling.This effect will be discussed in alater
partofthis section.
Anotherrestriction on curvingisweb crippling.
An analogue with theIbeamexplainsweb
crippling. Thestrengthofasection(assuming the
same cross-section area)will be increased by
increasing thedistanceofthe material from the
neutralaxis(Figure 4.61). Thedistancecannotbe
increasedtoinfinity sinceoveracertain limitthe
webwillbetoo thin andwillcrippleunderthe load.
Figure4.62 shows some examples of web
crippling and section deformation under con-
centrated forces. Inclined forces created by a
deformed web mayinduce additional flange
crippling.Thiseffectmakes any attemptto
calculate stresses even morecomplex.
The effect of other factors on curving, such as
stiffeners, type of corrugation, bending radius of
thesection,holes,cutouts,closed sections,
section asymmetricity, physical properties of
the material, lubrication, and bending equip-
ment will be mentioned later in this section.
FIGURE 4.55 Curving is in one plane.
FIGURE 4.56 Spiraling.
FIGURE 4.57 Curving with rolls create concentrated
load at the contact line.
Secondary Operations in the Roll Forming Line 4 -27