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Enrolling in this [course_title] will enhance your knowledge about mechanics of deformable bodies and introduces you to its four concepts, such as force, stress, strain, displacement.

Additionally, you will learn more about the four equations that connect them, such as equilibrium equations, constitutive relation, compatibility condition and strain displacement relation. Learn to solve problems of engineering by adopting systematic procedure. The relation between force and displacement of structural elements also discussed in this course.

Assessment

This course does not involve any written exams. Students need to answer 5 assignment questions to complete the course, the answers will be in the form of written work in pdf or word. Students can write the answers in their own time. Each answer needs to be 200 words (1 Page). Once the answers are submitted, the tutor will check and assess the work.

Certification

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Having an Official Edukite Certification is a great way to celebrate and share your success. You can:

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Course Credit: NPTEL

Course Curriculum

2D Equilibrium equations 00:19:00
3D Equilibrium equations 00:29:00
Bending equation 00:15:00
Bending equation about arbitrary axis 00:12:00
Bending equation for bending about principal axis 00:19:00
Bending of a composite beam 00:21:00
Biaxial and Plane state of stress 00:06:00
Bulk Modulus 00:14:00
Change in Angle 00:23:00
Compatibility condition 00:16:00
Concept of Force 00:07:00
Concepts and equations in this course 00:13:00
Connection design 1 00:10:00
Connection design 2 00:16:00
Constitutive relation 00:16:00
Curves and arc Length 00:16:00
Cylindrical polar coordinate system 00:13:00
Definition of a body 00:16:00
Definition of shear center 00:08:00
Deflected shape and rotation of cross section 1 00:28:00
Deflected shape and rotation of cross section 2 00:17:00
Defnition of stress tensor and linear function 00:12:00
Deformation and displacement Gradient 00:06:00
Determination of maximum load carrying capacity of a simple truss 00:17:00
Different failure modes 00:08:00
Displacement field 1 00:15:00
Displacement field 2 00:06:00
Displacement field 3 00:19:00
Drucker-Prager Condition 00:04:00
Engineering strain 00:15:00
Euler critical load for column with any boundary condition 00:19:00
Euler critical load for simply supported column 00:33:00
Example 2: Extremum normal and shear stress 00:18:00
Example 3: Transformation of stress components 00:19:00
Example problems 00:17:00
Example problems : Thick walled cylindrical vessel 00:15:00
Example problems: Open sections 00:13:00
Example problems: Thin walled sections 00:07:00
Example: Angle section 00:19:00
Expression relating angle of twist with torsion and shear stress 00:11:00
Expression to find shear center 00:18:00
Expression to find shear stress 00:24:00
Extreme stress for 3D stresses 00:19:00
Extremum shear stress 00:19:00
Finding allowable load 00:13:00
Finding centroid of a cross section 00:08:00
General Concepts 00:14:00
General Principals 00:13:00
Governing differential equation and solution 00:21:00
Governing equilibrium equations 00:17:00
Gradient 00:16:00
Homogeneous deformation 00:08:00
Horizontal shear stress in I section 00:13:00
Hydrostatic, pure shear and deviatoric stress 00:12:00
Inhomogeneous bar subjected to axial force 00:14:00
Linear Algebra 00:26:00
Load about principal axis 00:05:00
Maximum normal stress or rankine condition 00:05:00
Meaning of components of the stress tensor 00:19:00
What is Electric Power? 01:00:00
Modified bending equation 00:10:00
Mohr – Columb condition 00:07:00
Mohr’s Circle derivaion 00:18:00
Moment of Intertia about arbitrarily oriented axis 00:16:00
Motion and Displacement field 00:21:00
Neutral axis 00:09:00
Objectives and prerequisite 00:22:00
Parallel axis theorem and its application 00:15:00
Pressure vessel and failure theory 00:31:00
Properties of traction 00:18:00
Radius of curvature 00:11:00
Representation of Vector 00:31:00
Restriction on material parameters 00:15:00
Right Cauchy Green Deformation tensor 00:14:00
Secant formula 00:25:00
Shear center of Channel section 00:16:00
Shear force and bending moment diagram 1 00:15:00
Shear force and bending moment diagram 2 00:14:00
Shear Modulus 00:04:00
Stepped shaft subjected to axial force 00:22:00
Stepped shaft subjected to raise in temperature 00:15:00
Strain energy, load potential and total potential 00:21:00
Stresses in the Octahedral plane 00:07:00
Stretch ratio and strain 00:19:00
Tensor Algebra 00:19:00
Thermal strain 00:08:00
Thin walled closed sections 00:20:00
Thin walled pressure vessels 00:26:00
Torsion equation 00:10:00
Traction 00:08:00
Traction in member subjected to bending 00:20:00
Transformation of strain components/ Strain Rosette 00:15:00
Transformation of stress components 00:09:00
Tresca Condition 00:26:00
Uniaxial stress 00:10:00
Variation of axial stress 00:09:00
Vector Algebra 00:15:00
Vertical shear stress in I section 00:16:00
vonMises condition 00:30:00
Why this course? 00:09:00
Young’s Modulus and Poisson’s Ratio 00:27:00
Assessment
Submit Your Assignment 00:00:00
Certification 00:00:00

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