Imperial College London

ProfessorLeroyGardner

Faculty of EngineeringDepartment of Civil and Environmental Engineering

Professor of Structural Engineering
 
 
 
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Contact

 

+44 (0)20 7594 6058leroy.gardner

 
 
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Location

 

435Skempton BuildingSouth Kensington Campus

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Summary

 

Publications

Citation

BibTex format

@article{dos:2019:10.1016/j.jcsr.2019.02.020,
author = {dos, Santos GB and Gardner, L},
doi = {10.1016/j.jcsr.2019.02.020},
journal = {Journal of Constructional Steel Research},
pages = {271--281},
title = {Testing and numerical analysis of stainless steel I-sections under concentrated end-one-flange loading},
url = {http://dx.doi.org/10.1016/j.jcsr.2019.02.020},
volume = {157},
year = {2019}
}

RIS format (EndNote, RefMan)

TY  - JOUR
AB - A comprehensive investigation into the structural behaviour of austenitic stainless steel welded I-section beams under concentrated transverse end-one-flange loading is reported herein. Ten physical experiments are first described. The experimental results are then presented in terms of the full load-web shortening responses, ultimate loads, out-of-plane deformation fields and failure modes. An extensive finite element modelling study accounting for geometric, material and contact non-linearities was also performed. After successful model validation against the test results, a parametric investigation was conducted considering a range of bearing lengths, different distances of the bearing load to the member end and web slenderness values. The combined experimental and numerical data set was used to assess current European and North American design provisions for the resistance of stainless steel welded I-sections to concentrated end-one-flange loading. The results show that the current design formulae generally lead to safe-sided but rather scattered and conservative capacity predictions with considerable scope for the development of improved design formulae.
AU - dos,Santos GB
AU - Gardner,L
DO - 10.1016/j.jcsr.2019.02.020
EP - 281
PY - 2019///
SN - 0143-974X
SP - 271
TI - Testing and numerical analysis of stainless steel I-sections under concentrated end-one-flange loading
T2 - Journal of Constructional Steel Research
UR - http://dx.doi.org/10.1016/j.jcsr.2019.02.020
UR - http://hdl.handle.net/10044/1/69079
VL - 157
ER -