Saint Venant Principle: Definition, and Application

By Deepak Yadav|Updated : October 20th, 2022

Saint-Venant released the original statement in French in 1855. Although this informal assertion is commonly known among structural and mechanical engineers, more recent mathematical research provides a rigorous interpretation in the context of partial differential equations. Richard von Mises provided an early example of this interpretation in 1945.

Saint-Venant Principle PDF

As long as the boundary is geometrically short, the Saint-Venant Principle permits electricians to replace intricate stress distributions or weak boundary conditions with simpler ones. Similarly to electrostatics, where the product of the distance and electric field owing to the ith moment of the load (with 0th being the net charge, 1st being the dipole, 2nd being the quadrupole) decays as over space, Saint-Venant Principle indicates that high order moment of mechanical load (the moment with order higher than torque) decays so fast that it never needs to be considered for regions far from the short boundary. As a result, the Saint-Venant Principle can be viewed as a statement about the asymptotic behavior of the Green's function under a point load.

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Saint Venant Principle

When considering loads applied to corroded structures, St Venant's Principle, which is used to describe how loads and stresses behave in an axially loaded element, maybe a consideration. The original concept developed by the French elasticity theorist Adhemar Jean Claude Barre de Saint-Venant, is as follows:

Suppose the forces operating on a tiny section of an elastic body's surface are replaced by another statically equivalent system of forces acting on the same surface. Saint Venant Principle is essential for the GATE exam as well. In that case, this redistribution of loading creates significant changes in stresses locally. Still, it does not affect stresses at huge distances about the linear dimensions of the surface on which the forces are altered.

This increase in stress, also known as a stress riser, occurs during abrupt changes in the material’s cross-section.

Simple Explanation of Saint Venant Principle

Saint-Venant's Principle asserts that stress measured at any point on an axially loaded cross-section is uniform if it is far enough away from the point of load application or if there is any discontinuity in the member's cross-section. In other words, when we compute stress using conventional methods, i.e.,

σ = P / A

we assume that we are sufficiently far from the point of application or any discontinuity for the normal stress to be uniform.

When a point load is applied to a surface, the stress is concentrated at the point of application and eventually equalizes as the distance from the point increases. This stress increase, also known as a stress riser, occurs when the material's cross-section changes abruptly.

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Application of St Venant’s Principle to Thin Structures

It is commonly known that Saint-Venant's Principle can not be applied to thinner constructions such as shells, beams, and trusses; similarly, it can be to a more "solid" object. St Venant’s Principle is also extensively used in forming MCQ-based questions in the GATE question paper.

Because the load routes in a thin structure are significantly more limited, disturbances go further than expected. This is the same behavior as the hole in the last illustration but more pronounced.

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Important GATE Notes
Work Done By A ForceMotion Under Gravity
Dynamic ResistanceStatic Resistance
Ideal DiodeBettis Theorem
Work Done By A Constant ForceApplication Layer Protocols
Castiglianos TheoremPortal Frames


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FAQs about Saint Venant Principle

  • Saint-principle Venant states that the precise distribution of a load is unimportant far away from the laden region as long as the load resultants are right.

  • When a torsional moment is supplied to a prismatic beam with a general thin-walled cross-section, it is in a state of uniform torsion. This phenomenon is known as St. Venant torsion.

  • ST. Venant's maximum main strain theory A ductile material begins to yield when the highest principal strain reaches the strain at which yielding occurs in simple tension, according to this idea

    • Maximum principal strain theory.
    • Maximum shear stress theory.
    • Maximum strain energy theory.
    • Design conditions for various failure theories.
  • Saint-Principle Venant basically asserts that stress measured at any point on an axially loaded cross-section is uniform if it is far enough away from the point of load application or any discontinuity in the member's cross-section.



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