Metal Structures 2016 2016
DOI: 10.1201/b21417-61
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FEM analysis of the extended end-plate splice of welded I-girders with multiple bolt rows and bolts per row

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“…Bolted end-plate connections of I-beams with high webs requiring many rows of bolts pose considerable problems to designers and contractors. The calculation methods contained in (EN 1993-1-8) are insufficient for determining the load-bearing capacity of such connections, as the calculated standard load-bearing capacity is significantly overestimated, as has been demonstrated in several publications (Kawecki et al 2016(Kawecki et al , Żółtowski et al 2016). An accept able differential in load-bearing capacity standards obtained from the calculations and from FEM analysis can be achieved by determining load-bearing capacity on the basis of a consideration of only two rows of bolts located directly adjacent to the tension zone and in the zone of the next row away from the tension zone, if there is one.…”
Section: Introductionmentioning
confidence: 99%
“…Bolted end-plate connections of I-beams with high webs requiring many rows of bolts pose considerable problems to designers and contractors. The calculation methods contained in (EN 1993-1-8) are insufficient for determining the load-bearing capacity of such connections, as the calculated standard load-bearing capacity is significantly overestimated, as has been demonstrated in several publications (Kawecki et al 2016(Kawecki et al , Żółtowski et al 2016). An accept able differential in load-bearing capacity standards obtained from the calculations and from FEM analysis can be achieved by determining load-bearing capacity on the basis of a consideration of only two rows of bolts located directly adjacent to the tension zone and in the zone of the next row away from the tension zone, if there is one.…”
Section: Introductionmentioning
confidence: 99%