A comparison of various plastic work curvature methods
Creators
- 1. The University of Manchester, Oxford Road, Manchester M13 9PL (United Kingdom)
- 2. Korea University, Anam-Dong, Seongbuk-Gu, Seoul 136-701 (Korea, Republic of)
Description
The use of plastic work as a means of determining the plastic collapse load of a structure is a promising new approach. Several methods of assessing the plastic limit have been proposed in recent publications but there is, as yet, no clear consensus as to the best approach to take. This article compares the various methods proposed and recommends a new approach which is not subjective and which is considered to be more reliable than the twice elastic slope load. The recommended method plots normalised work versus normalised load, and uses a curve fitting method to estimate the plastic load. It is illustrated by application to several pressure vessels. - Highlights: • Different methods to determine collapse load, using curvature of a work vs load plot. • Resulting collapse loads are compared to the load determined by the TES method. • A curve fitting method is identified as being recommended for use.
Availability note (English)
Available from http://dx.doi.org/10.1016/j.ijpvp.2015.10.001Additional details
Identifiers
- DOI
- 10.1016/j.ijpvp.2015.10.001;
- PII
- S0308-0161(15)00099-X;
Publishing Information
- Journal Title
- International Journal of Pressure Vessels and Piping
- Journal Volume
- 135-136
- Journal Page Range
- p. 26-35
- ISSN
- 0308-0161
- CODEN
- PRVPAS
INIS
- Country of Publication
- United Kingdom
- Country of Input or Organization
- International Atomic Energy Agency (IAEA)
- INIS RN
- 48001681
- Subject category
- S42: ENGINEERING;
- Descriptors DEI
- DIAGRAMS; DYNAMIC LOADS; FINITE ELEMENT METHOD; PLASTICITY; PRESSURE VESSELS
- Descriptors DEC
- CALCULATION METHODS; CONTAINERS; INFORMATION; MATHEMATICAL SOLUTIONS; MECHANICAL PROPERTIES; NUMERICAL SOLUTION
Optional Information
- Copyright
- Copyright (c) 2015 Elsevier Science B.V., Amsterdam, The Netherlands, All rights reserved.