Residual Stress and Fracture Design

Overview:
After or during the processing of any piece of material, stresses may be applied to the material sample. These stresses are used to help prevent failure of a material. Callister mentions two examples of this type of fracture design, tempered glass and prestressed concrete. Tempered glass is glass that has been heated up and then quenched in an oil bath or cooled in a jet of air. The result of the semi-rapid cooling process is that the interior of the glass cools much slower than the outside; which places the exterior in compression and the interior in tension. A graphical illustration of the tensial and compressive forces on tempered glass is shown in figure Rf-1.


Figure Rf-1 [1]. Tensile and Compressive Stress on Tempered Glass

Any tensile load must overcome the compressive stresses on the exterior of the glass first, before the tension placed on the glass can cause it to fail. The prestressed concrete that Callister mentions works in much the same way. Concrete, before or after it hardens, has a compressive load applied to it. Being a ceramic the concrete can easily withstand the compressive loading without failing. The advantage is that if a tensile load is ever applied to the prestressed concrete, like the tempered glass, it would not fail as easily.



Fracture Design
Sources

Table of Contents


Submitted by Matt Gordon

Virginia Tech Materials Science and Engineering

http://www.eng.vt.edu/eng/materials/classes/MSE2094_NoteBook/97ClassProj/exper/gordon/www/gordon.html

Last updated: 4/25/97