Stainless steel lipped C-section beams: Numerical modelling and development of design rules

2019 ◽  
Vol 152 ◽  
pp. 29-41 ◽  
Author(s):  
Shenggang Fan ◽  
Meihe Chen ◽  
Shuai Li ◽  
Zhixia Ding ◽  
Ganping Shu ◽  
...  
Keyword(s):  
Stainless Steel ◽  
Numerical Modelling ◽  
Design Rules

scholarly journals Numerical modelling and shear design rules of stainless steel lipped channel sections

2020 ◽  
Vol 168 ◽  
pp. 105873 ◽  
Author(s):  
D.M.M.P. Dissanayake ◽  
K. Poologanathan ◽  
S. Gunalan ◽  
K.D. Tsavdaridis ◽  
B. Nagaratnam ◽  
...  
Keyword(s):  
Stainless Steel ◽  
Numerical Modelling ◽  
Design Rules ◽  
Shear Design

Numerical modelling of prestressed stayed stainless steel columns

2012 ◽  
pp. 377-382 ◽  
Author(s):  
L de Lima ◽  
P da S. Vellasco ◽  
J da Silva ◽  
R Araújo
Keyword(s):  
Stainless Steel ◽  
Numerical Modelling ◽  
Steel Columns

The use of a bree simulation to investigate strain accumulation in 316 stainless steel at temperatures between room temperature and 500°c

1989 ◽  
Vol 24 (2) ◽  
pp. 95-102 ◽  
Author(s):  
D J Brookfield ◽  
D N Moreton
Keyword(s):  
Stainless Steel ◽  
Transition Temperature ◽  
Room Temperature ◽  
Elevated Temperatures ◽  
Cyclic Change ◽  
Strain Accumulation ◽  
Temperature Behaviour ◽  
Design Rules ◽  
Axial Tension ◽  
Applied Stresses

This paper details tests undertaken to determine the 1 per cent strain accumulation boundary in stainless steel type 316 strip subjected to constant axial tension and a cyclic change of curvature. Boundaries are obtained for temperatures between 300 and 500°C. These are compared with two design rules, both of which are shown to be conservative. Additionally, the temperature at which the transition from the characteristic room temperature behaviour of continued ratchetting to the ‘shakedown’ observed at elevated temperatures is investigated. Results obtained indicate that this transition temperature is influenced by the magnitude of the applied stresses.

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