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Technically speaking an equation is any expression with an equals sign.

At any point on surface of contact,© 2020 EngineeringLibrary.orgMany tests have been made to determine the bearing strength of spheres and cylinders. Consider a bar of original cross sectional area being subjected to equal and opposite forces pulling at the ends so the bar is under tension. If the applied force from any point between O and A is removed, then wire will regains its original length.Since it is ratio of two similar quantities, it is a pure number.Suppose a wire of uniform cross-section is suspended from a rigid support. Formulas, on the other hand, are intended to be a set of instructions to get a result and may include an equals sign, or not. h is the area of the cross section. However, since the stress is highly localized and triaxial, the stress intensity may be very high (above the yield point) without producing apparent damage. Consider the figure showing stress-strain relationships of a mid-steel. Stress Strain Curve . The circumstances of use determine the degree of permanent deflection necessary to make a part unfit for service.Because of the very small area involved in what initially approximates a point or line contact, the stresses obtained from the equations in Table 11-1 are high even for light loads. The design information given in this section assumes either static loading or low velocity loading. Tensile stress: Tensile strength: It is defined as force per unit area which is associated with stretching and denoted by σ. A = cross-sectional area (m 2, in 2).

Beyond point D, even stress smaller than at C may continue to stretch the wire until it breaks.You can download whole document in PDF format from just below the articles.It is measured as the ratio of change in length to its original length.Stress developed in a body depends upon how much external force acted on it. We can say that a body is strained due to stress.this site is very good for under graduate mechanical engineer and this is very effective for UG studentsBreaking point or fracture point is the point where a material loses its strength and breaks.Between B and C, material becomes plastic i.e., if applied force is removed from any point between B and C, material will not regain its original shape and size.If we plot the graph between stress and strain, then shape of the curve will be as shown in fig just below:The portion OA of the graph is a straight line showing that up to point A, Stress produced in the wire is directly proportional to the strain i.e., stress ∝ strain.In Portion AB of the graph, stress is not directly proportional to the strain of the material.Elastic limit of a body is maximum stress which a body can sustain and still regain its original shape and size if load is removed.It is measured by the ratio of change in volume to the original volume.It is measured as the ratio of the displacement of the surface that is in direct contact with the applied shear stress from its original position.The proportionality of limit is the maximum stress that a material can hold without the departure from a linear stress-strain relation. See accompanying figure at (1 & 2). Normal stress can be expressed as. This ratio is especially interesting for the analysis of structural elements such as beams, slabs and columns.Thank you ,reminds us, understanding the basics is very important, F N = applied force perpendicular to the area - Normal force (N, lb). where . Instead of σ use τ for shear stress. This deformation increases progressively with increasing load, but there is no sharp break in the load-set curve.

Shear Stresses in Circular Sections. However, since the stress is highly localized and triaxial, the stress intensity may be very high (above the yield point) without producing apparent damage. Engineering stress and engineering strain are approximations to the internal state that may be determined from the external forces and deformations of an object, provided that there is no significant change in size. Shear stress can be expressed as Stress is a physical quantity that defines force per unit area applied to a material. This is the case, for example, in a portion of liquid or gas at rest, whether enclosed in some container or as part of a larger mass of fluid; or inside a cube of elastic material that is being pressed or pulled on all six faces by equal perpendicular forces — provided, in both cases, that the material is homogeneous, without built-in stress, and that the effect of gravity and other external forces can be neglected. Its dimensional formula is [ML-1 T-2]. It is dimensionless.It is the fracture or breaking point of the material. Elastic limit is the maximum stress to which a specimen may be subjected and still return to its original length upon release of the load. σ = normal stress (N/m 2, Pa, psi). Three such simple stress situations, that are often encountered in engineering design, are the uniaxial normal stress, the simple shear stress, and the isotropic normal stress.