INTRODUCTION MECHANICS OF BENDING

54 Bending Fig. 5.8 V-profile bending phases. force for a final reinforcement of the bend and completion of the bottoming operation. The force neces- sary for this final reinforcement is given by the formula: where: p = specific pressure Table = contact length width of the workpiece, and = length of the straight end of the workpiece. The relationship between the bend forces and the punch travels is shown in Fig.5.9 V Punch travel 5.9 Typical load-punch travel curve for coin bending process. Air bending interval-OG, has three parts: The first part is elastic deformation OE. In the second, the force is mostly constant EF, and in the third, the force decreases because of material slip FG. After that, the force again increases to a definitive point. The workpiece is bent GH. If the workpiece needs to be bottomed, the force very quickly increases HM. Bending 55 5.4.4 Curling Two examples of curling are shown in Fig. 5.10 and Fig. 5.1 1. Curling gives stiffness to the workpiece by increasing the moment of inertia at the ends, and providing smooth rounded edges. In the first example in Fig. 5.10, the edge of the sheet metal is bent into the cavity of a punch. Material holder Fig. 5.10 process. In the second example in Fig. 5.1 the circular edge of the initial deep-drawn workpiece is curled by a tool that incorporates a cavity punch. D Die Workpiece Workpiece holder Fig. 5.1 Circular edge curling. The curling force is given by the equation: + 5.10 where: M = moment of bending, = inside curling radius, and T = material thickness. 56 Bending Example. Define the curling force for the workpiece shown in fig. 5.1 1. Assume: Diameter = 400 mm, Material thickness 1.2 mm, Inner radius = 1.2 mm, The ultimate tensile strength = Solution: M + M - 4 4 = 39903.055 143651 3 + 0.5 x1.2 Known bend and curl forces often are not so important for the process because very often, the maxi- mum force of the press machine is greater than the bending or curling force. However, knowing the mag- nitude of these forces is necessary for a definition of the blank-holder forces. Because of the phenomenon of material fatigue of the blank springs, these forces need to be 30 to 50 percent greater than the bending or the curling forces. 5.4.5 Three-Roll Forming For bending differently shaped cylinders plain round, corrugated round, flattened, elliptical, etc. or trun- cated cones of sheet metal, the three-roll forming process is used. Depending upon such variables as the composition of the work metal, machine capability, or part size, the shape may be formed in a single pass or a series of passes. Fig. 5.12 illustrates the basic setup for three-roll forming on pyramid-type machines. The two lower rolls on pyramid-type machines are driven, and the adjustable top roll serves as an idler and is rotated by friction with the workpiece. Workpiece 1-11 D Driven rolls Fig. 5.12 Three- roll bending. Bending 57 In most set-ups, short curved sections of circular work are performed on the ends of the metal piece in a press brake or on a hydraulic press. Otherwise, the workpieces would have ends that, instead of being curved, would be straight. In the process described above, the radius of the bend allowance is much greater than the material thickness of the workpiece; under these conditions, the bending is entirely in the elastic-plastic domain. To achieve permanent deformation in the outer and inner fibers of the material, the following rela- tionship must apply: D E T 5.1 1 Otherwise, the workpiece, instead of being curved, will be straight after unloading. The bending force on the upper roll is given by the formula: 5.12 where: = outer diameter of the workpiece, = length of bend, T = material thickness, = yield stress, E = modulus of elasticity, and = bend angle. The bend angle can be calculated from the geometric ratio in Fig. 5.12 and is given by the formula: = D + d where: = distance between lower rolls, and d = lower rolls diameter. 5.5 BEND RADIUS One of the most important factors that influence the quality of a bent workpiece is the bend radius Ri see Fig. which must be within defined limits. The bend radius is the inside radius of a bent workpiece. Minimum Bend Radius The minimum bend radius is usually determined by how much outer surface fracture is acceptable. However, many other factors may limit the bend radius. For instance, wrinkling of the inner bend surface may be of concern if it occurs before initiation of fracture on the outer surface. In developing a descrip- tion of the minimum bend radius, it is necessary to have some knowledge of the amount of strain imposed 58 Bending and the material ductility. We have a good definition of strain, but the term “ductility” is vague, and it is necessary to have a quantitative measurement of the amount of deformation that the material can undergo before fracture. As with most mechanical properties, fracture strain can be obtained from tensile testing. There may be no need to run a bending test if tensile test data are available, which they usually are. The strain of certain fibers at distance z from the neutral surface is defined by formula 5.2. - The greatest tensile strain appears in the outer fibers: R = + T see Fig. 5.3. When = + ten- sile strain can be calculated by the following formula 5.13 e = + I 5.13 If the strain at which the cracks in the outer fibers appear is defined as and the minimum bend radius, which causes these strains, as then: 5.14 It is apparent from equation 5.13 that as the decreases, the bend radius becomes smaller, the tensile strain on the outer fibers increases, and the material may crack after a certain strain is reached. The minimum radius to which a workpiece can be bent safely is normally expressed in terms of the material thickness and is given by the following formula: The coefficient for a variety of materials has been determined experimentally, and some typical results are given in Table 5.2. Table 5.2 Values of the coefficient Bending 59 The bendability of a metal may be increased by techniques such as applying compressive forces in the plane of the sheet during bending to minimize tensile stress in the outer fibers of the bend area, or increasing tensile reduction of area by heating. If the length of the bend increases, the state of stress at the outer fibers changes from uniaxial stress to biaxial stress, which reduces the ductility of the material. Therefore, as the length increases, the minimum bend radius increases. Bendability decreases with rough edges because rough edges form points of stress concentration. Anisotropy of the sheet metal is also an important factor in bendability. If the bending operation takes place parallel to the direction of rolling, sep- arations will occur and cracking will develop as shown in Fig. 5.13. Grain direction Crack Fig. 5.13 Cracking results when the direction of bending is parallel to the original rolling direction of the sheet. If bending takes place at right angles to the rolling direction of the sheet metal, there should be no cracks, as shown in Fig. 5.14. In bending such a sheet or strip, caution should be used in cutting the blank from the rolled sheet in the proper direction, although thimay not always be possible in practice. Fig. 5.14 Bending at an angle to the original rolling direction of the sheet will tend to avoid cracking. Grain direction T 2

5.5.2 Maximum

Bend Radius If it is considered that the bend radius of the neutral surface is = + -, the engineering strain rate is: R , Using a large radius for bending means that expression in the divider will be of very small magnitude with regard to and may be ignored, so: To achieve permanent plastic deformation in the outer fibers of the bent workpiece, the maximum bend radius must be: 5.15 60 Therefore, the bend radius needs to be: Bending If this relationship is not satisfied, then one of two results may ensue: a for = cracks will develop on an outer side of the bent workpiece; and , permanent plastic deformation will not be achieved in the bent work b for = - TE piece, and after unloading, the workpiece will experience elastic recovery springback. Example: Check the maximum bend radius of the U - profile in Fig. 5.15, using steel as the material with: = = T = 1 mm, and E = 215000 T Fig. 5.15 U-profile bend. Solution: = TE 1x215000 2x620 w = 2 x 173.38 = The U - profile cannot be bent because the radius in Fig. 5.15, = 400 mm, is bigger than the maximum bend radius, mm, and w = = 346.76 mm 400 mm. 5.6 BEND ALLOWANCE The bend allowance is the length of the arc of the neutral bending line for a given degree value. For a large inner bend radius the neutral bending line position stays approximately at the mid-thickness of the