Published November 1, 2019
| Version v1
Journal article
Local buckling of box-shaped beams due to skew bending
Creators
- 1. Peter the Great St. Petersburg Polytechnic University, St. Petersburg, 195251 (Russian Federation)
Description
Local buckling efficiency of different types of beams was reviewed. For beams with non-linear walls and parameterized geometry local buckling analysis was made in ANSYS. Based on the results of ANSYS calculation analytic formula was evaluated in MathCAD using the least square method. Analysis of the influence of different geometrical parameters on local buckling stress value for beams with non-linear walls was completed. (paper)
Availability note (English)
Available from http://dx.doi.org/10.1088/1755-1315/337/1/012086Additional details
Identifiers
Publishing Information
- Journal Title
- IOP Conference Series: Earth and Environmental Science (Online)
- Journal Volume
- 337
- Journal Issue
- 1
- Journal Page Range
- [8 p.]
- ISSN
- 1755-1315
Conference
- Title
- International Scientific Conference on Efficient Waste Treatment
- Acronym
- EWT-2018
- Dates
- 13-14 Dec 2018
- Place
- St. Petersburg (Russian Federation)
INIS
- Country of Publication
- United Kingdom
- Country of Input or Organization
- International Atomic Energy Agency (IAEA)
- INIS RN
- 53069363
- Subject category
- S42: ENGINEERING;
- Resource subtype / Literary indicator
- Conference
- Descriptors DEI
- BENDING; BUCKLING; EFFICIENCY; GEOMETRY; LEAST SQUARE FIT
- Descriptors DEC
- DEFORMATION; MATHEMATICAL SOLUTIONS; MATHEMATICS; MAXIMUM-LIKELIHOOD FIT; NUMERICAL SOLUTION