Ultimate shear strengthShear design equations for steel plate girders adopted in many steel design codes were based on classical failure theories for web panels that were fundamentally developed for mild steels. The most salient characteristic of mild steels is that they exhibit a clear yield point ...
compartment hull girder and the global hull girder, especially focusing on the ultimate strength envelope of the global hull girder of a 10,000TEU ultra large container ship subjected to combined loads, which is one of the most important indexes to quantify the safety margin of the container ...
More than 200 tensile-shear resistance spot-welded specimens were produced and tested to analyze the effect of spot weld spacing, weld size, sheet thickness, and adhesive on the ultimate strength of joints made from a mild hot dip galvannealed steel and an unexposed quality hot dip galvanneal...
shear resistancebearing resistancenet cross-section design resistancelong jointsEurocode 3 Annex D allows the use of high strength steel. But there are no special conditions or restrictions for bolted connections for high strength steel in Annex D. Especially there are significantly fewer investigations ...
The material properties of mild Scaling principles The relationship between scaled model and the full-scale prototype is very important for the prediction of the ultimate strength of actual ship, and thus this relation is discussed in the following subsections. Discussion on critical scenarios The mos...
[8], [9] investigated the ultimate resistance of the Q690 HSS plate girder under shear, where the post-buckling behavior was discussed. Xue et al. [10], [11] revealed the structural response of a high-strength stainless steel plate girder where the post-buckling behavior was included. ...
The steel material was assumed to be mild steel with yield stress of 340 Mpa and the elastic modulus of 200 GPa. The resultant ultimate forces calculated from Eq.5 or Eq.6 based on the SCMA were calibrated with the cross-section area and are plotted in Fig. 3 against different ...