-
Modification Of An Existing Metal Sheet-bending Machine
-
-
-
CHAPTER THREE
3.0 DESIGN CONSIDERATION
3.1 Bending Stress
In engineering practice, the sheet metal may be subjected to static or dynamic loads which cause bending stress. An adequately strong metal must be able to withstand all the forces it will experience without toppling (become unsteady). Beside other types of forces or stresses such as tensile stress, compressive stress, and shearing stress, bending stress is another stress which acts at an angle to a member, tending to make it bend.
Consider a straight beam subjected to a bending moment ‘M’ as shown in fig 3.1 below. The following assumptions are usually made while deriving the bending formula
1. The material of the beam is perfectly hormogenous (Le. of the same material throughout) and isotropic (Le. of equal elastic properties in all directions)
2. The material of the beam obeys Hooke’s law.
3. The transverse section (i.e. BC or GH), which was plane before bending, remains plane after bending also.
4. Each layer of the beam is free to expand or contract independently of the layer above or below it.
5. Young modulus ‘E’ is the same in tension and compression.
6. The loads are applied in the plane of bending.
-
-
-
ABSRACT - [ Total Page(s): 1 ]ABSTRACT IS COMING SOON ... Continue reading---
-
ABSRACT - [ Total Page(s): 1 ]ABSTRACT IS COMING SOON ... Continue reading---