Author:
Abambres Miguel,Quach Wai-Meng
Abstract
Purpose
– Although the actual residual stress distribution in any structural steel member can be only obtained by experimental measurements, it is known to be a difficult, tedious and inefficient piece of work with limited accuracy. Thus, besides aiming at clarifying structural designers and researchers about the possible ways of modelling residual stresses when performing finite element analysis (FEA), the purpose of this paper is to provide an effective literature review of the longitudinal membrane residual stress analytical expressions for carbon steel non-heavy sections, covering a vast range of structural shapes (plates, I, H, L, T, cruciform, SHS, RHS and LSB) and fabrication processes (hot-rolling, welding and cold-forming).
Design/methodology/approach
– This is a literature review.
Findings
– Those residual stresses are those often required as input of numerical analyses, since the other types are approximately accounted for through the s-e curves of coupons cut from member walls.
Practical implications
– One of the most challenging aspects in FEA aimed to simulate the real behaviour of steel members, is the modelling of residual stresses.
Originality/value
– Besides aiming at clarifying structural designers and researchers about the possible ways of modelling residual stresses when performing FEA, this paper also provides an effective literature review of the longitudinal membrane residual stress analytical expressions for carbon steel non-heavy sections, covering a vast range of structural shapes (plates, I, H, L, T, cruciform, SHS, RHS and LSB) and fabrication processes (hot-rolling, welding and cold-forming).
Subject
Mechanical Engineering,Mechanics of Materials,Civil and Structural Engineering
Reference94 articles.
1. Alpsten, G.
(1968), “Thermal residual stresses in hot-rolled steel members”, Report No. 337.3, Fritz Engineering Laboratory, Lehigh University, PA.
2. Alpsten, G.
(1972), “Prediction of thermal residual stresses in hot-rolled plates and shapes of structural steel”, Report No. 16.4, Swedish Inst. of Steel Const, Stockholm..
3. Alpsten, G.
and
Tall, L.
(1970), “Residual stresses in heavy welded shapes”,
Welding Journal
, Vol. 49 No. 3, pp. 93-105.
4. American Institute of Steel Construction (AISC)
,
Specification for Structural Steel Buildings
, ANSI/AISC, Chicago, IL, pp. 360-410.
5. Anapayan, T.
and
Mahendran, M.
(2012), “Numerical modelling and design of LiteSteel beams subject to lateral buckling”,
Journal of Constructional Steel Research
, Vol. 70, March, pp. 51-64.
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