A total of 14 fixed-ended stiffened lipped channel compression members with intermediate stiffeners in both the web and flanges were tested, which failed after only DB. Further, additional data on the DB behavior is generated based on a parametric study using the nonlinear FEA, which was initially calibrated with the test data. There are two principal failure modes for compression members: yielding and buckling.
The safety factors are defined in accordance with the potential failure modes. For steel members, the following three failure modes are considered (clause 6.1(1)): i) resistance of cross sections ... Compression Concrete Reinforced by Steel Fibres Valerijus Keras, Mindaugas Augonis*, Nerijus Adamukaitis, Eglė Vaitekūnaitė Kaunas University of Technology, Faculty of Civil Engineering and Architecture Studentu st. 48, LT-51367 Kaunas, Lithuania The investigation was performed for estimation of influence of steel fibers to local compression of
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