CONCENTRATED LOADS ON PLATES.
Abstract
An infinite plate on an elastic foundation is considered for a uniform load distributed over a circular area. The analysis of the problem is based on three-dimensional theory of elasticity. A numerical evaluation for the critical stress is made assuming a bending type of failure and the results closely agree with Westergaard's equations. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Mar 01, 1970
- Accession Number
- AD0703876
Entities
People
- Donald E. Nevel
Organizations
- Cold Regions Research and Engineering Laboratory