167 8 468 2 1362 document 468 Gkantou et al_Plastic design of stainless steel continuous beams_Figures.xlsx application/vnd.openxmlformats-officedocument.spreadsheetml.sheet 982ec10dda398d7a1d16278c81cd32cb MD5 5093559 2018-05-30 10:47:52 http://edata.bham.ac.uk/167/1/Gkantou%20et%20al_Plastic%20design%20of%20stainless%20steel%20continuous%20beams_Figures.xlsx 167 1 1 application/vnd.openxmlformats-officedocument.spreadsheetml.sheet spreadsheet public cc_by_4

Gkantou et al_Plastic design of stainless steel continuous beams_Figures.xlsx

data archive 22 disk0/00/00/01/67 2018-05-30 12:00:06 2018-05-30 12:00:11 2018-05-30 12:00:06 data_collection show Gkantou Michaela M.Gkantou@bham.ac.uk Kokosis Georgios GXK489@student.bham.ac.uk Theofanous Marios M.Theofanous@bham.ac.uk Dirar Samir S.M.O.H.Dirar@bham.ac.uk 10col_ephy Stainless steel structures; Continuous beams; Plastic design; Eurocode 3; Continuous Strength Method (CSM) The results of an experimental study on eight simply-supported and four two-span continuous beams employing austenitic and duplex stainless steel rectangular hollow sections (RHS) are reported. In parallel with the tests, finite element models were developed. Upon validation against the experimental results, parametric studies were conducted to expand the available structural performance data over a range of cross-section slendernesses, structural systems and load configurations likely to occur in practice. The obtained experimental and numerical results along with collated test data were used to assess the accuracy of EN 1993-1-4 design provisions and to explore the possibility of plastic design for stainless steel indeterminate structures, simultaneously accounting for the effect of strain-hardening at cross-sectional level and moment redistribution exhibited by structures employing stocky cross-sections. 2018-03-25 published University of Birmingham 10.25500/eData.bham.00000167 Dataset research-data@contacts.bham.ac.uk Department of Civil Engineering epsrc Development of inelastic design procedures for stainless steel indeterminate structures na yes na TRUE Dirar Samir S.M.O.H.Dirar@bham.ac.uk pub https://doi.org/10.1016/j.jcsr.2018.03.025 en