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Additionally, cross – section capacity of the stub columns were also investigated experimentally and numerically.
It could be clearly seen in the results that increasing the tensile strength of concrete, increases the cross section capacity.
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For structural stainless steel, test data on cross-section capacity have previously been relatively scarce.
The study is limited to cross-section capacity and has not been validated at member level.
Experimental data for stocky sections show that this can result in overly conservative estimates of cross-section capacity.
This limiting strain is used in conjunction with an elastic, linear-hardening material stress-strain model to determine cross-section capacity allowing for the influence of strain hardening.
To date, the CSM has been developed for the determination of cross-section capacity under normal stresses (i.e. compression, bending and combined loading), where it has been shown to offer more accurate predictions than current codified methods.
The structural behaviour in terms of load-deflection curves, plasticisation of the cross section, ultimate capacities and failure modes of these beams is compared to the corresponding behaviour of simple beams, which are often considered as a basis for developing simplified models for design purposes.
Because the compressive stress is developed by the flexural action of the beam and the prestress applied to the cross section, the shear capacity is defined as a function of the flexural deformation and the prestress applied to the cross section.
The effects of cross section distortion on buckling capacity were investigated for beams with single and double overhangs.
On the other hand, for TW2 with T-shaped cross section, the load-carrying capacity and initial stiffness were slightly overestimated under the negative loading in which the flange wall was in compression (see Fig. 5c).
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