ENGR 225 Section
Saint-Venant’s Principle When loading is applied at a point on a body, it tends to create a stress distribution that becomes more uniform at regions removed from the point of application.
In the uniform deformation region = P/A What about regions near load and support? Section 4.7
Single concentrated load P = P/A Average Normal Strain in the bar = L / L Also = E So, P/A = E ( L / L) Deformation L = PL/AE Elastic Deformation of an Axially Loaded Member
Multiple loads, concentrated and distributed
Displacement Equation
Constant Load
Sign Convention A force or displacement is considered to be positive if they cause tension or elongation. A force or displacement is considered to be negative if they cause compression or contraction.
Problem 4-2: Determine the displacement of A with respect to D.
Problem 4-24: Show that the displacement of the end of the rod due to the load is δ=PL/(πEr 1 r 2 ). Neglect the weight of the material.