Residual stress distribution of roller bending of steel rectangular structural hollow sections-Reference-Cited by-同舟云学术

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Residual stress distribution of roller bending of steel rectangular structural hollow sections

Published:2016-03 Issue: Volume:119 Page:85-97
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Chiew S.P.,Jin Y.F.,Lee C.K.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference25 articles.

1. Minimum Bending Radii for Square & Rectangular Hollow Sections (3-roller Cold Bending), CIDECT Report 11C-88/14;Kennedy,1988

2. Determination of Minimum Radii for Cold Bending of Square and Rectangular Hollow Structural Sections, CIDECT Report 11B-78/12;Brady,1978

3. Deformations of Hollow Structural Sections Subjected to Cold Bending, CIDECT Report 11Bt-85/2;Kennedy,1985

4. Eurocode 3: Design of steel structures – part 1–1: General rules and rules for buildings;CEN. EN 1993-1-1,2005

5. Design of Curved Steel;King,2001

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