Plasticity: Bending of an Elastic-Perfectly-Plastic Beam

In course

Ea et excepteur ullamco sint nulla irure officia dolor ut tempor Lorem officia. Deserunt pariatur irure enim culpa non cupidatat. Lorem sint officia duis laboris ipsum culpa nisi voluptate duis. Eu Lorem occaecat voluptate cupidatat reprehenderit minim tempor consequat excepteur.

Description

This lecture covers the bending of an elastic-perfectly-plastic beam, discussing the moment-curvature relation, yield moment, and the behavior of the beam beyond the initial yield point. It explains the stress distribution, strain-curvature relationship, and the moment-curvature relationship for different scenarios.

Instructor

ullamco nisi aliqua

Velit labore labore esse qui commodo ad nulla cillum. Sint Lorem non ad enim do enim et ea ullamco laboris ullamco eiusmod cillum voluptate. Mollit incididunt fugiat commodo aliquip. Consectetur dolore sunt in esse reprehenderit ullamco eu excepteur laborum eiusmod commodo. Velit irure officia nostrud non. Incididunt tempor magna deserunt mollit laborum esse laboris velit eu. Nisi dolore velit sunt duis in tempor.

Official source

https://mediaspace.epfl.ch/media/0_772oh2jj

About this result

This page is automatically generated and may contain information that is not correct, complete, up-to-date, or relevant to your search query. The same applies to every other page on this website. Please make sure to verify the information with EPFL's official sources.

Ontological neighbourhood

Chemical engineering

Materials science: Deformation of materials

Mathematics

Geometry: Differential geometry

Related lectures (32)