Important announcement

Dear visitor,

Please note that this OpenCourseWare platform will be replaced at the end of 2026 by a new platform (under the same url ocw.tudelft.nl).

Courses and their contents that are currently available the platform will partly be migrated. URL’s for this content will change and content might be unavailable for some time. In addition, some courses will not be available anymore.

If you are linking to specific courses on this platform (for instance for your students), please take timely measures to avoid problems with access. Possible actions are:

  • Download the materials to your local platform (laptop, server)
  • For educators only (including TU Delft lecturers): Contact us at ocw@tudelft.nl and inform us what course you are using in what context (institute, program, period of use, number of students). We will research (in collaboration with the authors of the course) and decide if we will migrate the course, and if yes, can supply you with a new url.

Thank you.

Introduction

What is the stress state at a given point? It turns out that this question is not as straightforward as you imagine. The stress components that we have been calculating all throughout this course have been dependent on the coordinate system we defined. So what would happen if we changed the coordinate system? Enter the world of stress transformations. Luckily for us, there is a simple graphical method that we can employ to represent this complexity in the stress state at a given point. In this unit, we will learn about these transformations, the graphical method to determine them. Finally, we will see how these stress transformations become helpful in evaluating failure in a given material.

Learning Objectives

By the end of this unit, students should be able to…

  • Explain the reasoning for why stress at a point depend on orientation
  • Recall and apply the procedure to construct the Mohr Circle and determine stress states at differing orientations
  • Explain the term principal stress and determine these values using the Mohr’s Circle
  • Apply the Tresca failure criterion to a point with a known stress state
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