首页> 外文会议>10th International Symposium on Tubular Structures; Sep 18-20, 2003; Madrid, Spain >Fatigue behaviour of welded thin CHS-plate T-joints under in-plane bending
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Fatigue behaviour of welded thin CHS-plate T-joints under in-plane bending

机译:薄板CHS板T形焊接接头在面内弯曲下的疲劳行为

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Thin cold-formed circular hollow section (CHS) tubes were fillet-welded onto a plate forming a base plate moment connection. The tubes are of thicknesses 3.2 mm, 2.6 mm and 2.0 mm. The resultant CHS-Plate T-joints were tested under cyclic in-plane bending moment. Brace-Tension Side failure was observed in the welded thin-walled CHS-Plate T-joints. The scatter of the S-N data for the different tube wall thicknesses at a given nominal stress range showed that the fatigue life in relatively thicker welded tubes is greater than the fatigue life in relatively thinner welded tubes for thicknesses less than 4 mm. The resultant fatigue S-N data of CHS-Plate T-joints under in-plane bending lies above the design S-N curve of the tube-plate T-joints made up of thin-walled (t < 4mm) square hollow section (SHS) tubes under in-plane bending.
机译:将薄冷弯的圆形空心截面(CHS)管角焊到形成底板力矩连接的板上。管的厚度为3.2mm,2.6mm和2.0mm。在循环面内弯曲力矩下测试所得的CHS-Plate T型接头。在焊接的薄壁CHS板T型接头中观察到支撑张力侧破坏。在给定的标称应力范围内,不同管壁厚度的S-N数据的散点表明,对于厚度小于4 mm的较厚焊接管,其疲劳寿命大于相对较薄的焊接管的疲劳寿命。在平面弯曲下,CHS-平板T型接头的疲劳SN数据位于由薄壁(t <4mm)方形空心截面(SHS)管组成的管板T型接头的设计SN曲线上方,平面内弯曲。

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