Published January 2008 | Version v1
Journal article

Analysis of structures based on a characteristic-strain model of creep

Creators

  • 1. Alstom Power, Newbold Road, Rugby CV21 2NH (United Kingdom)

Description

A companion paper [Bolton J. In: A characteristic-strain model for creep, ECCC/I.Mech.E. conference on creep and fracture in high-temperature components, London, September 2005] describes a creep model based on a constant 'characteristic strain' at any temperature. The present paper discusses the application of such a model, first to simple structures and then to engineering components of general form under steady loading. A basis is proposed for identifying the stress within a structure, or within the critical part of a structure, which can be considered to govern both its overall and local deformations. The concept is similar to skeletal-point stress but is more readily applied to components of any shape. The implementation of the concept of 'structural stress' is discussed in the context of finite-element creep calculations. Consideration is given to the analysis of cracked structures, where very high strains at the crack tip must be accommodated

Availability note (English)

Available from http://dx.doi.org/10.1016/j.ijpvp.2007.06.013

Additional details

Identifiers

DOI
10.1016/j.ijpvp.2007.06.013;
PII
S0308-0161(07)00071-3;

Publishing Information

Journal Title
International Journal of Pressure Vessels and Piping
Journal Volume
85
Journal Issue
1-2
Journal Page Range
p. 108-116
ISSN
0308-0161
CODEN
PRVPAS

Conference

Title
ECCC international creep conference
Dates
12-14 Sep 2005
Place
London (United Kingdom)

INIS

Country of Publication
United Kingdom
Country of Input or Organization
International Atomic Energy Agency (IAEA)
INIS RN
39091881
Subject category
S42: ENGINEERING; S36: MATERIALS SCIENCE;
Resource subtype / Literary indicator
Conference
Descriptors DEI
CRACKS; CREEP; DEFORMATION; ENGINEERING; FINITE ELEMENT METHOD; FRACTURES; STRAINS; STRESSES
Descriptors DEC
CALCULATION METHODS; FAILURES; MATHEMATICAL SOLUTIONS; MECHANICAL PROPERTIES; NUMERICAL SOLUTION

Optional Information

Copyright
Copyright (c) 2007 Elsevier Science B.V., Amsterdam, The Netherlands, All rights reserved.