Abstract
A beam theory which accounts for cross-sectional warping caused by transverse shearing is presented. A stress resultant theory is formulated for elastic beams, and examples are provided to assess the effects of warping restraint. The ideas are extended to the case of elastoplastic warping. A numerical formulation for the analysis of the inelastic problem is presented and examples of elastoplastic warping are given.
Original language | English (US) |
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Pages (from-to) | 907-924 |
Number of pages | 18 |
Journal | Journal of Engineering Mechanics |
Volume | 113 |
Issue number | 6 |
DOIs | |
State | Published - Jun 1987 |
Externally published | Yes |
ASJC Scopus subject areas
- Mechanics of Materials
- Mechanical Engineering