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Showing posts with the label mechanical concepts

Bilinear Analysis

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  Bilinear Analysis The need for nonlinear analysis has increased in recent years due to the need for the use of optimized structures, new materials and for addressing safety-related issues of structures more rigorously. The process of changing stiffness is common to all types of nonlinear analyses. Because it isn’t possible to point out a single cause of nonlinear behavior in many problems, some analyses may have to account for more than one type of nonlinearity. In this blog, we will focus on material non-linearity which is one of the types of nonlinearities. Generally, any material has two phases i.e., linear and nonlinear based on the loads applied, types of analysis, need & requirements. A linear material model assumes stress to be proportional to strain. It assumes that no permanent deformations will result and that once the load has been removed the model will always return to its original shape. In another case, when the structure made of ductile materials, is overloade...

Shear Force & Bending Movement

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  Shear Force And Bending Moment Shear Force and Bending Moment The two terms hold great significance in Solid Mechanics and Engineering Mechanics. These concepts are the foundation of theories in Solid Mechanics. Thus, one needs to carefully understand these areas. Shear Force Diagram (SFD) and Bending Moment Diagrams (BMD) are analytical tools used to perform structural design. For example, A Beam is defined as a structural member subjected to transverse shear loads during its functionality. Due to those transverse shear loads, beams are subjected to variable shear force and variable bending moment. These diagrams can be used to easily determine the type, size, and material of a member in a structure to support loads without structural failure. Another application of shear and moment diagrams is that the deflection of a beam can be easily determined. SHEAR FORCE: The net effect of the shear force is to shear off the beam along with the point at which it is acting. In other ...