Compressive stress–strain behaviour of stainless steel reinforcing bars with the effect of inelastic buckling

2021 ◽  
Vol 237 ◽  
pp. 112098
Author(s):  
J. Limbert ◽  
S. Afshan ◽  
M.M. Kashani ◽  
A.F. Robinson
Keyword(s):  
Stainless Steel ◽  
Compressive Stress ◽  
Reinforcing Bars ◽  
Stress Strain ◽  
Inelastic Buckling ◽  
Strain Behaviour

scholarly journals Compressive stress-strain behaviour of cement mortar-composites reinforced with short sisal fibre

2013 ◽  
Vol 17 (1) ◽  
pp. 38-46 ◽  
Author(s):  
Paulo R. L. Lima ◽  
Romildo D. Toledo Filho ◽  
João A. Melo Filho
Keyword(s):  
Compressive Stress ◽  
Cement Mortar ◽  
Stress Strain ◽  
Sisal Fibre ◽  
Strain Behaviour

Determination of Tensile and Compressive Stress Strain Curves from Bend Tests

2004 ◽  
Vol 1-2 ◽  
pp. 133-138 ◽  
Author(s):  
G. Urriolagoitia-Sosa ◽  
J.F. Durodola ◽  
N.A. Fellows
Keyword(s):  
Compressive Stress ◽  
Inverse Method ◽  
Bauschinger Effect ◽  
Stress Strain ◽  
Bending Tests ◽  
Strain Behaviour ◽  
Strain Data ◽  
Tension And Compression ◽  
Bend Tests

A new inverse method has been developed for the simultaneous derivation of tensile and compressive stress strain behaviour from bending tests only. This new procedure can be applied to materials having asymmetric tensile and compressive stress strain behaviour and also materials that have been previously strain hardened (Bauschinger Effect). This paper presents results obtained using the new method and compares them with experimentally obtained tensile and compressive stress strain curves. The agreement of the derived stress strain data in tension and compression is encouraging.

scholarly journals Finite Element Modelling of Cold Formed Stainless Steel Columns

10.14311/722 ◽  
2005 ◽  
Vol 45 (3) ◽  
Author(s):  
M. Macdonald ◽  
J. Rhodes
Keyword(s):  
Finite Element ◽  
Stainless Steel ◽  
Load Capacity ◽  
304 Stainless Steel ◽  
Channel Cross Section ◽  
Stress Strain ◽  
Steel Columns ◽  
Strain Behaviour ◽  
Type 304 ◽  
Type 304 Stainless Steel

This paper describes the results obtained from a finite element investigation into the load capacity of column members of lipped channel cross-section, cold formed from Type 304 stainless steel, subjected to concentric and eccentric compression loading. The main aims of this investigation were to determine the effects which the non-linearity of the stress-strain behaviour of the material would have on the column behaviour under concentric or eccentric loading. Stress-strain curves derived from tests and design codes are incorporated into non-linear finite element analyses of eccentrically loaded columns and the results obtained are compared with those obtained on the basis of experiments on stainless steel channel columns with the same properties and dimensions. Comparisons of the finite element results and the test results are also made with existing design specifications and conclusions are drawn on the basis of the comparisons. 

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